Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3901_Granville_Oxford_Unit2_SubtitleD_MSWLF_Feb20GW_FID1414820_20200609
LaBeRa Powered by par Lnef sh11, June 8, 2019 Ms. Jaclynne Drummond Dept. of Environmental and Natural Resources Solid Waste Section Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Via Email: jaclynne.drummond@ncdenr.ov RE: Water Quality Monitoring Report — February 2020 Event Granville County — Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 Project No. 2192352.01, Phase 06 Dear Jackie: On behalf of Granville County, LaBella Associates is submitting this Water Quality Monitoring Report for the February 2020 sampling event at the Oxford Unit 2 Landfill (Permit No. 3901-MSWLF-2012) via ShareFile. If you have any questions, please contact me at (336) 790-0052 or vburbach@labellapc.com. Thank you. Respectfully submitted, LaBella Associates ro�54cz-� Van Burbach, PhD, PG Senior Technical Consultant Enclosure cc: Jason Falls, Granville County 2211 W. Meadowview Road #1o1 i Greensboro. NC 27407 p (336) 323-0092 www.labeLLapc.corn I pENR 118E ONLY El Paper Report ❑Electronic Data Email CD (data loaded: Yes / No DoclEvent # c DENR Environmental Monitoring Division of Waste Management - Solid Waste _ Reporting Form Notice: This form and any information attached to it are 'Public Records" as defined in NC General Statute 132-1. As such, these documents are available for inspection and examination by any person upon request (NC General Statute 132-6). Instructions: Prepare one form for each Individually monitored unit. Please type or print legibly. • Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing Condition, etc.). • Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits. Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the facility (NCAC 138 .1629 (4)(a)(i). Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste Section, 1646 Mail Service Center, Raleigh, NC 27699-1646. Solid Waste Monitoring Data Submittal Information Name of entity submitting data (laboratory, consultant, facility owner): LaBella Associates (Joyce Engineering) Contact for questions about data formatting. Include data preparers name, telephone number and E-mail address: Name: G. Van Ness Burbach, Ph.D., P.G. Phone: (336) 323-0092 E-mail: vburbach@labellapc.com NC Landfill Rule: Actual sampling dates (e.g., Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006) 6584 Landfill Rd. 3901- February 12-14, 2020; Oxford Landfill Unit 2 Oxford, NC 27565 MSWLF-2012 1600 March 19, 2020; April 23, 2020. Environmental Status: (Check all that apply) 0 InitlaUBackground Monitoring X❑ Detection Monitoring Assessment Monitoring Corrective Action of data submitted: (Check all that apply) Groundwater monitoring data from monitoring wells Methane gas monitoring data Groundwater monitoring data from private water supply wells Corrective action data (specify) Leachate monitoring data Surface water monitoring data Other(specify) Notification attached? BX No. No groundwater or surface water standards were exceeded. Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and preliminary analysis of the cause and significance of any concentration. Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample values and explosive methane' gas limits. certification To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. 1 am aware that there are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment G. Van Ness Burbach, Ph.D.. PG Technical Consultant (336) 323-0092 Facilq"epre ntativgrName (Pro _1� _Title (Area Code) Telephone Number 2211 W. Meadowview Rd., Ste. 101 Greensboro, NC 27407 Facility Representative Address C-07a2 NC PE Firm License Number (if applicable effective May 1, 2009) Revised 612009 Affix NC Licensed/ Professional Geologist Seal CAR Otj* �Nti9 s3N9 C.3 qN NESS.,'� Prepared For: Granville County Solid Waste Department P.O. Box go6 Oxford, North Carolina 27565 r'o11�t� �F C* A Mi 774 •' �ry''ATH . h ....CAR�.a....+.+. Submitted by: LaBella Associates (Joyce Engineering) 2211 West Meadow/view Rd. Suite 101 Greensboro, NC 27407 (336) 323-oog2 NC License No. C-0782 LaBeRa Powered by partnership. FEBRUARY 2020 SEMIANNUAL WATER QUALITY MONITORING REPORT OXFORD UNIT 2 LANDFILL Permit NO.3901 MSWLF 2012 JUNE 2020 PROJECT NO. 21923S2.01.06 February 2020 Water Quality Monitoring Report Oxford Unit 2 Landfill Granville County, North Carolina TABLE OF CONTENTS ACRONYMS.............................................................................................................................................. Hi 1.0 INTRODUCTION............................................................................................................................. 1 1.1 Site Background..........................................................................................................1 1.2 Site Conceptual Model................................................................................................1 1.2.1 Site Geology.............................................................................................................1 1.2.2 Site Hydrogeology....................................................................................................1 2.0 FACILITY MONITORING PROGRAM....................................................................................... 3 2.1 Regulatory Status........................................................................................................3 2.2 Monitoring Network....................................................................................................3 2.3 Groundwater Monitoring Program.............................................................................3 2.4 Surface Water Monitoring Program...........................................................................4 3.0 FEBRUARY 2020 SEMIANNUAL SAMPLING EVENT............................................................. 4 3.1 Field Work....................................................................................................................4 3.1.1 Resample.................................................................................................................... 5 3.2 Laboratory Analysis and Quality Control.................................................................... 5 4.0 DATA ANALYSIS AND STATISTICAL RESULTS.................................................................... 6 4.1 Analytical Results Groundwater.................................................................................6 4.1.1 Inorganic Analyses...................................................................................................6 4.1.2 Organic Analyses......................................................................................................6 4.1.3 Analytical Results for Surface Water...................................................................... 7 4.1.4 Statistical Methods..................................................................................................7 5.0 CONCLUSION.................................................................................................................................. 7 6.0 REFERENCES...................................................................................................................................7 February 2020 Water Quality Monitoring Report La Bella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 i February 2020 Water Quality Monitoring Report Oxford Unit 2 Landfill Granville County, North Carolina TABLE OF CONTENTS (Continued) Tables Table 1 Groundwater Elevations Table 2 Estimated Hydraulic Gradients and Velocities Table 3 Field Parameters Table 4 Detections of Groundwater and Surface Water Constituents Figure Figure 1 Site Location Map (USGS Topographic Map) Drawing Drawing 1 Groundwater Potentiometric Surface Map Appendices Appendix A Well Construction Details Appendix B Laboratory Analytical Reports and Field Data Logs Appendix C Historical Data Tables Table A3-1 Historical Groundwater Elevations Table A3-2 Historical Groundwater Constituents Table A3-3 Historical Surface Water Constituents Table A3-4 Historical Groundwater Field Parameters Table A3-5 Historical Surface Water Field Parameters February 2020 Water Quality Monitoring Report La Bella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 ACRONYMS ACM Assessment of Corrective Measures (report) AOC Area of Concern ASD Alternate Source Demonstration (report) C&D Construction and Demolition Waste CAP Corrective Action Plan (report) CAER Corrective Action Evaluation Report (report) CPVC Chlorinated Poly Vinyl Chloride CO2 Carbon Dioxide COC Contaminant of Concern DCA Dichloroethane DCE Dichloroethylene DENR See NCDEQ DEQ See NCDENR DH Dissolved Hydrogen DL Detection Limit (for laboratory data) DO Dissolved Oxygen EPA United States Environmental Protection Agency Fee+ Ferrous Iron GEU Gas Extraction Unit GPS Groundwater Protection Standards per NCSWMR rule .1634.g.5. GWPS Groundwater Protection Standards set by the NCDEQ-SWS for constituents with no NC2L standard. HASP Site -specific Health and Safety Plan HDPE High -density Polyethylene JE Joyce Engineering JOYCE Joyce Engineering LFG Landfill Gas LEL Lower Explosive Limit MNA Monitored Natural Attenuation MSW Municipal Solid Waste MW Monitoring Well NC 2B North Carolina Surface Water Standards found in 15A NCAC 213.0101 NC 2L North Carolina Groundwater Standards found in 15A NCAC 2L.0202 NCAC North Carolina Administrative Code NCDENR North Carolina Department of Environment and Natural Resources (now NCDEQ) NCDEQ North Carolina Department of Environmental Quality (formerly NCDENR) NCSWMR North Carolina Solid Waste Management Regulations (15A NCAC 13B.1600) ND Not Detected (for laboratory data) NES Nature and Extent Study (report) 0&M Operations and Maintenance ORP Oxidation -Reduction Potential OSHA Occupational Health and Safety Association PCE Perch loroethylene (aka - tetrachloroethylene, tetra chloroethene) PVC Poly Vinyl Chloride February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 iii QL Quantitation Limit (for laboratory data) QRA Quantitative Risk Assessment (report) RL Reporting Limit (for laboratory data) SC Specific Conductance SSI Statistically Significant Increase (over background concentration) SWQS Surface Water Quality Standards SWS NCDEQ (or NCDENR) Division of Waste Management, Solid Waste Section SWSL North Carolina Solid Waste Section Reporting Limits (for laboratory data) TCE Trichloroethylene (aka - trichloroethene) TDS Total Dissolved Solids TOC Total Organic Carbon TSS Total Suspended Solids VC Vinyl Chloride VFA Volatile Fatty Acid VOC Volatile Organic Compound WQMP Water Quality Monitoring Plan (report) February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 iv 1.0 INTRODUCTION On behalf of Granville County, LaBella Associate PC, (LaBella, formerly Joyce Engineering Inc.) has prepared this Water Quality Monitoring Report for the Oxford Unit 2 Municipal Solid Waste Landfill, Solid Waste Permit Number 3901-MSWLF-2012 (facility), in accordance with the North Carolina Solid Waste Management Rules (NCSWMR) 15A NCAC 13B.1632. 1.1 Site Background The Oxford Landfill is located at 6584 Landfill Road, Oxford, Granville County, North Carolina, near the town of Kinton Fork (Figure 1). The facility is owned and operated by Granville County under Permit Number 3901-MSWLF-2012, issued by the North Carolina Department of Environmental Quality (NCDEQ) Solid Waste Section (SWS). The Oxford Landfill consists of two separate waste disposal units. Unit 1 is a former unlined municipal solid waste (MSW) landfill originally permitted for disposal of domestic, institutional, industrial, agricultural, and demolition wastes, with a C&D landfill on top. Unit 2 is a Subtitle-D MSW landfill. Granville County received the Unit 2 Permit to Operate from the NCDEQ on February 19, 2013. The County began placing waste in Unit 2 on May 1, 2013. This report presents the results of the sampling conducted in Unit 2. 1.2 Site Conceptual Model 1.2.1 Site Geology The Oxford Landfill is located in the Carolina Slate Belt of the Piedmont Physiographic Province of North Carolina. The geologic province is characterized by rolling topography with a thick mantle of saprolite overlying late -Proterozoic and Paleozoic igneous and metamorphic bedrock. The Carolina Slate Belt is comprised of 550 to 650 million year old, metamorphosed sedimentary and volcanic rocks, intruded by granitic rocks. The Oxford Landfill is underlain by the Flat River Complex, a shallow intrusive complex of granitic composition, which comprises a large portion of the northern Carolina Slate Belt (Butler, 1991). The landfill is approximately 18 miles east of the Virgilina Synclinorium, approximately 10 miles west of the Nutbush Creek Fault Zone, and approximately 4 miles northwest of the Durham Basin (Butler, 1991). Previous investigations discovered limited exposures of competent, massive, gray to greenish gray meta -volcanic rock that is moderately fractured. Prominent fractures with near vertical dips and strike approximately N-20o- E (JOYCE, 2009b). Boring logs indicate that the depth to bedrock at Oxford Landfill ranges from 3 to 35 feet below ground surface. The overlying saprolite consists of brownish sandy to clayey silt (JOYCE, 2009b). 1.2.2 Site Hydrogeolo Groundwater in the Piedmont can occur in substantial volumes where the soil is thick, but groundwater is typically found in minimal volumes in bedrock, primarily restricted to fractures. Based on groundwater depth measurement, the water table under the area landfill was encountered in the unconfined aquifer that is mostly in the transition zone that consists of saprolite and highly fractured bedrock. This unconfined aquifer is pervasive across the site. The saturated portion of the uppermost aquifer beneath the landfill is vertically continuous to bedrock, and no confining layers have been encountered during permitting. There is a high degree of connectivity between the February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 1 saprolite and underlying fractured bedrock such that they behave as a single continuous aquifer. Groundwater elevations in Table 1 show that the depth to water ranged from 3 to 23 feet below grade (473-511 feet above mean sea level) in wells MW-7, MW-8, MW-9, MW-10, MW-11, and NES-2S. In general, the water table is near the saprolite/bedrock interface. Drawing 1 presents a groundwater potentiometric surface map based on static water level data obtained from both Unit 1 and Unit 2 monitoring wells on August 7-8, 2019. As depicted in Drawing 1, the groundwater flows generally to the north beneath Unit 2. Depth to groundwater is measured in all compliance monitoring wells at the site prior to each sampling event. The groundwater elevations calculated relative to the surveyed measuring point (top of casing) for each monitoring well are summarized in Table 1. The groundwater elevation contours shown in Drawing 1 are based on data from the February 2020 sampling event. Groundwater flow beneath the Unit 2 Landfill is primarily to the north. Horizontal groundwater gradients were estimated from the February 2020 groundwater levels and are summarized in Table 2. Horizontal gradients (i) across the site ranged from 0.0191 to 0.0259 with an average of 0.0225. These values are consistent with previous estimates. Linear groundwater flow velocities for wells screened in saprolite were computed using the following modified Darcy equation: where: V = K1/ne , V = average linear velocity (feet/year), K = hydraulic conductivity (feet/day), i = horizontal hydraulic gradient, and ne = effective porosity. Under Unit 2, the water table is mostly below top of bedrock so flow is primarily in fractured bedrock; therefore, the hydraulic conductivity (K = 4.43 ft/day) was based on the geometric mean of values from slug tests conducted on bedrock wells at the facility in 2009 and the effective porosity (ne) value for fractured bedrock was estimated at 15%. Calculations for both Units are presented in Table 2. Under Unit 1, the water table is mostly above top of bedrock so flow is primarily in saprolite; therefore, the hydraulic conductivity (K = .0731 ft/day) was based on the geometric mean of values from slug tests conducted on saprolite wells at the facility in 2009 and the effective porosity (ne) value was estimated at 31% of the laboratory -determined porosity for soil samples from the facility. The average estimated linear groundwater flow velocity under Unit 2 is calculated to be approximately 279 feet per year. The modified Darcy equation for linear flow velocity makes the simplifying assumptions of a homogeneous, isotropic, porous aquifer. Flow in fractured bedrock is likely to be neither homogeneous nor isotropic, so the calculated velocity should be taken as a first - order approximation and velocities could vary locally by an order of magnitude. February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 2 2.0 FACILITY MONITORING PROGRAM 2.1 Regulatory Status The Granville County Oxford Unit 2 Landfill groundwater monitoring is completed in accordance with North Carolina Administrative Code Title 15A - Environmental Quality Chapter 13 Sub -Chapter B - Solid Waste Management Rule (NCSWMR) § 1633 (Detection Monitoring Program). Statistical analyses of the laboratory data when required is prepared in accordance with the required compliance demonstration of the NCSWMR Rule .1632(g), (h), and (i). 2.2 Monitoring Network Six groundwater monitoring wells comprise the compliance monitoring network at the Oxford Unit 2 Landfill. The compliance network includes monitoring wells MW-7 (the current facility background well), MW-8 (which monitors the leachate tank area), MW-9, MW-10, MW-11, and NES-2S. The locations of these wells are shown on Drawing 1. The following table summarizes the monitoring network and required analytical parameters for the two semiannual sampling events: Unit 2 Groundwater Monitoring Network Total Depth Lithology of Monitoring Well Date Installed Classification (feet) Screened Interval MW-7 7/28/08 Background 34.50 Saprolite MW-8 5/05/12 Compliance 22.74 Bedrock MW-9 10/06/08 Compliance 42.46 Bedrock MW-10 10/02/08 Compliance 33.11 Bedrock MW-11 10/05/08 Compliance 22.30 Bedrock Compliance (also NES-2S 5/11/04 a performance 21.5 Saprolite well for Unit 1) 2.3 Groundwater Monitoring Program In accordance with the January 2018 Water Quality Monitoring Plan for the facility, during both semiannual sampling events all monitoring wells are sampled for Appendix I of 40 CFR Part 258, from here on known as North Carolina Appendix I list of constituents and in accordance with the SWS's May 29, 2018 Memo, 1,4-dioxane was added to the list of parameters to be sampled. MW-7 also serves as the background well for the Unit 1 landfill and NES-2S also serves as a performance well under the Unit 1 Corrective Action Plan (CAP) for the facility. The monitoring well analytical programs for Unit 2 are summarized below and well construction details are presented in Appendix A. February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 3 Groundwater Monitoring Program Monitoring Well Date Installed Classification Monitoring Program 1st SA Event Analyses 2nd SA Event Analyses MW-7 7/28/08 Background Assessment App.I, App.I, MW-8 5/05/12 Compliance Detection App.I, App.I, MW-9 10/06/08 Compliance Detection App.I, App.I, MW-10 10/02/08 Compliance Detection App.I, App.I, MW-11 10/05/08 Compliance Detection App.I, App.I, NES-2S 5/11/04 Compliance Detection COC COC 2.4 Surface Water Monitoring Program There are two surface water sampling points associated with Unit 2: SW-3, and SW-4. Sampling point SW-3 is located upstream of Unit 2, Phase 1 on the perennial creek that runs along the east side of the new phase. SW-4 is located on the same perennial creek downstream of the new phase, but before the confluence of the perennial creek and the drainage channel from the west side of Unit 2. The surface water samples are analyzed for the NCSWMR Appendix I list of constituents and 1,4- Dioxane during both semiannual events. 3.0 FEBRUARY 2020 SAMPLING EVENT 3.1 Field Work On February 12-14, 2020, LaBella personnel visited Oxford Landfill to purge and sample monitoring wells MW-7, MW-8, MW-9, MW-10, MW-11 and NES-2S and to collect water samples from surface water points SW-3 and SW-4. On March 19, 2020, LaBella personnel returned to the site to sample NES-2S for metals, which were missed in the February 2020 sampling event. Monitoring wells were purged and sampled using either a 12-volt submersible pump or disposable bailers. Field measurements of temperature, pH, specific conductivity, oxidation-reduction potential (ORP), dissolved oxygen, and turbidity were recorded in a field log for all monitoring wells and can be found in Table 3. Prior to sampling, laboratory -supplied containers were prepared with the following information: • Monitoring well ID (completed by laboratory or field personnel); • Date and time of sample collection (completed by field personnel); • Initials of sampling personnel (completed by field personnel); • Project name and number (completed by the laboratory or field personnel); • Chemical preservative (completed by the laboratory or field personnel); and • Requested chemical analysis (completed by the laboratory or field personnel). Groundwater samples from each monitoring well were collected within 24 hours of the final purge volume and were dispensed directly from the pump flow or bailer into the laboratory -provided February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 4 containers. Immediately after collection, the samples were placed in a laboratory -provided cooler and preserved on ice. Field sampling logs are provided in Appendix B. Surface water samples from SW-3 and SW-4 were collected directly from stream by lowering a clean, unpreserved sample container into the stream flow and dispensing the water into laboratory - prepared sample containers. Care was taken to avoid sample -induced turbidity. At the time of sampling, surface water was also measured for temperature, pH, specific conductivity, and turbidity. After sample collection, the samples were placed in a laboratory provided cooler and chilled on ice. Field sampling logs are provided in Appendix B. 3.1.1 Resample On March 19, 2020, LaBella personnel were on site to collect verification samples from monitoring wells MW-7, MW-10, and MW-11 in response to suspect detections in the February 2020 sample results. Monitoring well MW-7 was resampled for iron, manganese, and vanadium. Monitoring wells MW-10 and MW-11 were resampled for vanadium. On April 23, 2020, LaBella personnel collected a verification sample from monitoring well NES-2S for vanadium. The verification samples were collected using the same methods and protocols described above. 3.2 Laboratory Analysis and Quality Control The groundwater and surface water samples collected during the February, March, and April 2020 sampling events and the March and April 2020 resampling events were delivered to Pace Analytical Services Inc. of Huntersville, North Carolina under chain -of -custody protocol. Groundwater samples from the compliance wells and surface points were analyzed for NC Appendix I constituents and 1,4-dioxane. According to the laboratory records, the water samples were received by the laboratory on in good condition, properly preserved, at proper temperatures, and within analysis hold times. In addition to samples collected for compliance monitoring at the Oxford Landfill, LaBella personnel collected a Field Blank as part of the February 2020 semiannual sampling event quality control and quality assurance (QA/QC) procedure. The Field Blank was analyzed for NC Appendix I and 1,4-dioxane and was used as quality control in both Oxford Unit 1 and Unit 2. Also, as part of the QA/QC procedure, a Trip Blank that was prepared by the laboratory accompanied the volatile sampling containers to and from the laboratory. The Trip Blank was analyzed to comply with both Oxford Unit 1 and Unit 2 NC Appendix I list of constituents and 1,4-dioxane list of volatile organic compounds (VOCs). Upon receipt of the laboratory data package, LaBella personnel reviewed the following data: • General typographical errors; • Correct analyses performed and within method specified hold times; • Biased data results based on Matrix Spike, Matrix Spike Duplicate, and Laboratory Control Samples; • Blank qualified data (B-flags); • Detections in groundwater above the North Carolina Administrative Code 15A NCAC 2L.0202 (NC2L) Groundwater Standards or Interim Maximum Allowable Concentration (IMACs), February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 5 • Detections in surface water above 15A NCAC 2B (NC 2B) Surface Water Standards, NC in -Stream Target Values (ISTV), or EPA National Recommended Water Quality Concentrations (NRWQC); and • Detections above historical levels. The complete laboratory analytical reports are included in Appendix B. 4.0 DATA ANALYSIS AND STATISTICAL RESULTS The final results from the February 12-14, 2020, groundwater and surface water sampling event were received from Pace Analytical on March 4, 2020. The final results for the March 19, 2020, resampling event were received from Pace Analytical on April 20, 2020. The final results for the April 23, 2020, resampling event were received from Pace Analytical on May 5, 2020. All laboratory analytical reports can be found in Appendix B. 4.1 Analytical Results Groundwater Table 4 summarizes the detections of constituents in the groundwater and surface water for the February 2020 semiannual sampling event and the March and April 2020 resampling events. Historical groundwater elevations are presented in Appendix C (Table A3-1). Historical groundwater analytical results are presented in Appendix C (Table A3-2). Historical groundwater field parameters are summarized in Appendix C (Table A34). 4.1.1 Inorganic Analyses Five metals constituents were detected in the February 2020 semiannual sampling event in groundwater at quantified concentrations above the method reporting limit (MRL): barium (all wells); copper (MW-7, MW-8, and MW-11); iron and manganese (MW-7); and vanadium (MW-7, MW-10, MW-11, and NES-2S). Vanadium was initially detected above the MRL and IMAC in monitoring wells MW-7, MW-10, MW-11, and NES-2S during the February 2020 & March 2020 (for NES-2S) samples. Vanadium was not detected at a quantified concentration above the MRL in any of these wells during the March 2020 or April 2020 resampling events. Since estimated detections below the MRL are not considered exceedances, we consider the initial exceedances to have been refuted by the resampling results. Iron and manganese were initially detected above the MRL and NC2L Standards in MW-7. The March 2020 resampling results refuted the exceedance for manganese, but not for iron. Note that iron and manganese are not required parameters for the Unit 2 MSW Landfill but were analyzed for in MW-7 for the Unit 1 Landfill. MW-7 is the upgradient background well for both Unit 1 and Unit 2, so the metals detected in MW-7 are believed to represent naturally -occurring background concentrations. 4.1.2 Organic Analyses No organic constituents were detected above the MRL or the MDL in any groundwater samples during the February 2020 sampling event. February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 6 4.1.3 Analytical Results for Surface Water Barium was detected at a quantified concentration above the laboratory MRL in surface water samples SW-3 and SW-4. Vanadium was detected at a quantified concentration above the laboratory MRL in surface water sample SW-4. Surface water analytical results from the site were compared to the 15A-NCAC-2B (NC-2B) surface water standards for Class C waters (aquatic life and secondary recreation). No constituents were detected above the NC 2B standard for Class C waters. Table 4 includes the detected constituents is surface water samples for the February 2020 semiannual sampling event. The laboratory analytical reports, the laboratory quality assurance/quality control information, and the chains -of -custody for SW-3 and SW-4 are included in Appendix B. Historical surface water analytical results are presented in Appendix C (Table A3-3). Historical surface water field parameters are presented in Appendix C (Table A3-5). 4.1.4 Statistical Methods MW-7 is the current upgradient background well for both Unit 1 and Unit 2. Data from MW-7 from June 2011 to present may be used to determine statistical background concentrations for inorganic constituents detected at the facility. In addition to data from MW-7, pre -waste background sampling data from MW-8, MW-9, MW-10, MW-11, and MW-12 collected between June and October 2012 may also be included as background data for statistical analyses. The background data for inorganic constituents are evaluated in accordance with the procedures outlined in North Carolina Administrative Code 15A NCAC 13B.1632 (g) and (h) to determine if the reported concentration exceeded the facility background concentrations using the Shapiro -Wilk Test, Parametric Prediction Limits, Parametric Tolerance Intervals, Aitchison's Adjustment, Non -Parametric Prediction Limits, and Poisson Prediction Limits as appropriate. Background data, tests for normality, outliers, Aitchison's adjustment, tolerance interval, or prediction limits are used, as appropriate based on the background data. The statistical test by which downgradient data are compared to facility background data is based upon the nature of the data and the number of data values that are less than the laboratory limit of detection. All statistical tests are evaluated at the 0.05 level of significance, 95% confidence level, and are conducted as one -tailed tests. Since there were no confirmed exceedances of groundwater protection standards, no statistical analyses were conducted as part of this report. 5.0 CONCLUSION Based on analytical results from the February 2020 monitoring event and associated resampling events, the Granville County, Oxford Unit 2 Landfill will remain in the Detection Monitoring program as outlined in Title 15A NCAC 13B.1633. The next semiannual sampling event is tentatively scheduled for August 2020. 6.0 REFERENCES The references cited herein were used to prepare this document and may or may not be cited in the text of this report. February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 7 Butler, J. Robert, and Secor, Jr., Donald T., 1991, The Central Piedmont, in Horton, J. W., Jr., and Zullo, V. A., eds., The Geology of the Carolinas: The University of Tennessee Press, p. 59-78. JOYCE, 2009a. Corrective Action Plan, Granville County Oxford Landfill. March 2009. JOYCE, 2009b. Hydrogeologic Reports, Granville County Oxford Landfill. October 2009. JOYCE, 2010a. Request for Background Well Replacement, Granville County Oxford Landfill, Permit # 39-01. October 25, 2010. JOYCE, 2010b. Corrective Action Evaluation Report and Alternate Source Demonstrations,Granville County Oxford C&D Over MSW Landfill, Permit # 39-01. November 29, 2010. JOYCE, 2013. Groundwater Background Monitoring Report Unit 2, Phase 1 MSWLF Expansion. January 4, 2013 North Carolina Department of Environment, Health, and Natural Resources, 1997. North Carolins Solid Waste Management Rules. 15 NCAC 13B.1600. January 1, 1997, with updates through April 2011. North Carolina Geological Survey, 1985, Geologic map of North Carolina: North Carolina Department of Natural Resources and Community Development, scale 1:500000. USEAP, 1992. Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Addendum to Interim Final Guidance. July 1992. Woodward -Clyde Consultants, 1994. Transition Plan, Oxford Landfill Granville County, North Carolina. April 1994. February 2020 Water Quality Monitoring Report LaBella Associates Oxford Unit 2 Landfill, Permit No. 3901-MSWLF-2012 June 2020 8 TABLES Table 1 Groundwater Elevations Table 2 Estimated Hydraulic Gradients and Velocities Table 3 Field Parameters Table 4 Detections of Groundwater and Surface Water Constituents TABLE 1: Groundwater Elevations (February 2020) DEPTH TO GROUNDWATER TOC ELEVATION (Ft- WELL DEPTH LOCATION GROUNDWATER (Ft- ELEVATION AMSL) (Ft-BTOC) BTOC) (Ft-AMSL) MW-7 534.24 22.87 37.32 511.37 MW-8 503.31 3.32 28.00 499.99 MW-9 487.51 6.10 43.00 481.41 MW-10 484.92 7.82 32.90 477.10 MW-11 478.72 3.66 22.90 475.06 N ES-2S 477.20 4.44 24.20 472.76 Notes TOC = Top of Casing Ft-BTOC = Feet below Top of Casing Ft-AMSL= Feet above mean sea level Granville County - Oxford Landfill, Unit 2 LaBella Associates Permit No. 39-01 MSWLF-2012 TABLE 2: Groundwater Gradients and Calculated Flow Rates Date of Water Table Measurements: February 20, 2020 FLOW LINE SEGMENT SEGMENT LENGTH (feet) FLOW DIRECTION SEGMENT BEGIN & END GW ELEVATION (feet-AMSL) HORIZ. GRADIENT i HYDRAULIC CONDUCTIVITY K (ft/day) EFFECTIVE POROSITY n e LINEAR VELOCITY V (ft/year) 510 2093 NE 0.0191 7.31E-02 0.31 1.64 470 1 1350 NNW 0.0259 4.43E+00 0.15 279 475 2 Average: 0.0225 Average: 140 Notes: Linear flow velocity: V = Kiln e (modified Darcy equation). Along Flow Path i 1 under Unit 1, the water table is mostly above top of bedrock, so flow is primarily in saprolite. 1 i Hydraulic conductivity (K) is based on the geometic mean of values from slug tests conducted on saprolite wells at the facility in 2009. Effective porosity (n e) value is estimated at 31% of the laboratory -determined porosity for soil samples from the facility. Along Flow Path i 2 under Unit 2, the water table is mostly below top of bedrock, so flow is primarily in fractured bedrock. i 2 Hydraulic conductivity (K) is based on the geometic mean of values from slug tests conducted on bedrock wells at the facility in 2009. Effective porosity (n e) value for fractured bedrock is estimated at 15%. Refer to Drawing 1 for flow line segments. Granville Co. - Oxford Landfill, Units 1 and 2 La Bella Associates Permit # 39-01 TABLE 3: Field Parameters PARAMETER SAMPLE DATE MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S pH (S.U.) 2/12/2020 6.06 7.88 6.90 6.98 6.88 5.58 *Resample/NES-2S --> 3/19/2020 3.57 --- --- 5.06 3.76 4.32 Resample --> 4/23/2020 --- --- --- --- --- 5.18 Temperature (° C) 2/12/2020 15.6 15.0 15.5 15.4 13.4 14.4 *Resample/NES-2S --> 3/19/2020 17.9 --- --- 15.6 14.6 16.5 Resample --> 4/23/2020 --- --- --- --- --- 14.5 Conductivity (pS/cm) 2/12/2020 371.3 230.8 344.2 174.7 132.8 194.3 *Resample/NES-2S --> 3/19/2020 393.4 --- --- 230.6 148.9 192.2 Resample --> 4/23/2020 --- --- --- --- --- 184.8 Turbidity (NTU) 2/12/2020 98.30 1.29 12.03 39.40 137.10 3.80 *Resample/NES-2S --> 3/19/2020 22.51 --- --- 8.41 3.84 31.52 Resample --> 4/23/2020 --- --- --- --- --- 11.11 Dissolved Oxygen (mg/L) 2/12/2020 2.93 1.67 3.09 2.00 2.29 1.73 3/19/2020 3.04 --- --- 0.75 0.29 0.32 4/23/2020 --- --- --- --- --- 0.13 Oxidation Reduction Potential (mV) 2/12/2020 334.8 289.6 263.9 237.0 324.2 364.4 *Resample/NES-2S --> 3/19/2020 246.4 --- --- 228.6 286.5 189.6 Resample --> 4/23/2020 --- --- --- --- --- 132.8 Notes: pS/cm = microSemens per centimeter. mg/L = milligrams per liter. °C= degrees Centigrade. my = millivolts. S.U.= Standard Units. -- = Data not available. NTU = Nephelometric Turbidity Units. * The March 19, 2020, sampling event was a resampling event for MW-7, MW-10, and MW-11; however, it was the initial event for NES-2S. Granville Co. - Oxford Landfill, Unit 2 Permit No. 3901-MSWLF-2012 LaBella Associates TABLE 4: Detected Constituents (February 2020) SAMPLE ID PARAMETER RESULT UNITS MDL MRL GPS Source METHOD SAMPLE DATE Barium 47.2 pg/L 1 5 700 NC2L EPA 6010D Chromium 2.6 J pg/L 1 5 10 NC2L EPA 6010D MW-10 Copper 4.6 J pg/L 2.1 5 1000 NC2L EPA 6010D 2/13/2020 Nickel 1.3 J pg/L 0.9 5 100 NC2L EPA 6010D Vanadium 5.5 pg/L 1.3 5 0.3 IMAC EPA 6010D MW-10 (Resample) Vanadium 3.2 J pg/L 1.3 5 0.3 IMAC EPA 6010D 3/19/2020 Barium 45 pg/L 1 5 700 NC2L EPA 6010D Cadmium 0.45 J pg/L 0.4 1 2 NC2L EPA 6010D Chromium 8.8 pg/L 1 5 10 NC2L EPA 6010D Cobalt 3.9 J pg/L 1.1 5 1 IMAC EPA 6010D MW-11 Copper 17.6 pg/L 2.1 5 1000 NC21_ EPA 6010D 2/13/2020 Lead 4.2 J pg/L 1.6 5 300 NC2L EPA 6010D Nickel 16 pg/L 0.9 5 100 NC2L EPA 6010D Vanadium 13.3 pg/L 1.3 5 0.3 IMAC EPA 6010D Zinc 20.2 pg/L 3.9 10 1,000 NC2L EPA 6010D MW-11 (Resample) Vanadium NO pg/L 1.3 5 0.3 IMAC EPA 6010D 3/19/2020 Barium 11 pg/L 1 5 700 NC2L EPA 6010D Chromium 3 J pg/L 1 5 10 NC21_ EPA 6010D Cobalt 2.7 J pg/L 1.1 5 1 IMAC EPA 6010D Copper 5.5 pg/L 2.1 5 1000 NC2L EPA 6010D MW-7 Iron 3,750 pg/L 19.5 50 300 NC21_ EPA 6010D 2/14/2020 Manganese 85.8 pg/L 0.9 5 50 NC2L EPA 6010D Nickel 2.5 J pg/L 0.9 5 100 NC2L EPA 6010D Vanadium 9.2 pg/L 1.3 5 0.3 IMAC EPA 6010D Zinc 9.6 J pg/L 3.9 10 1,000 NC2L EPA 6010D Iron 1,310 pg/L 19.5 50 300 NC21_ EPA 6010D MW 7 Manganese 26.4 pg/L 0.9 5 50 NC2L EPA 6010D 3/19/2020 (Resample) Vanadium 4.9 J pg/L 1.3 5 0.3 IMAC EPA 6010D Barium 39.3 pg/L 1 5 700 NC2L EPA 6010D MW-8 Copper 11.8 pg/L 2.1 5 1,000 NC21_ EPA 6010D 2/13/2020 Lead 1.8 J pg/L 1.6 5 300 NC2L EPA 6010D Barium 85 pg/L 1 5 700 NC2L EPA 6010D MW9 Chromium 1.6 J pg/L 1 5 10 NC2L 6010D 2/13/2020 Lead 1.9 J pg/L 1.6 5 300 NC2L -EPA EPA 6010D Vanadium 3.4 J pg/L 1.3 5 0.3 IMAC EPA 6010D Barium 31.8 pg/L 1 5 700 NC21_ EPA 6010D NES-2S Cobalt 4.1 J pg/L 1.1 5 1 IMAC EPA 6010D 3/19/2020 Nickel 1.5 J pg/L 0.9 5 100 NC2L EPA 6010D Vanadium 5.6 pg/L 1.3 5 0.3 IMAC EPA 6010D NES-2S (Resample) Vanadium 3.0 J pg/L 1.3 5 0.3 IMAC EPA 6010D 4/23/2020 Barium 26.5 pg/L 1 5 21,000 ISTV EPA 6010D Chromium 2.6 J pg/L 1 5 11.98 NC2B* EPA 6010D Copper 2.8 J pg/L 2.1 5 1.34 NC2B* EPA 6010D SW-3 Nickel 1.2 J pg/L 0.9 5 7.91 NC2B* EPA 6010D 2/13/2020 Vanadium 3.8 J pg/L 1.3 5 NE EPA 6010D Zinc 4 J pg/L 3.9 10 17.78 NC2B* EPA 6010D Hardness, Total(SM 2340B) 10,800 pg/L 131 662 100,000 NC2B EPA 6010D Barium 29.3 pg/L 1 5 21,000 ISTV EPA 6010D Chromium 3.1 J pg/L 1 5 13.32 NC2B* EPA 6010D Copper 2.9 J pg/L 2.1 5 1.49 NC2B* EPA 6010D SW-4 Nickel 1.3 J pg/L 0.9 5 8.83 NC2B* EPA 6010D 2/13/2020 Vanadium 6.1 I pg/L 1.3 5 NE EPA 6010D Zinc 1 4.7 J pg/L 3.9 10 19.85 NC2B* EPA 6010D Hardness, Total(SM 2340B) 1 12,300 pg/L 131 662 100,000 NC213 EPA 6010D Notes: All concentrations are in micrograms per liter (pg/L). MDL = Laboratory detection limit. MRL = Reporting Limit (Lab. Reporting Limit for September 1994 - May 1999; NC PQL for October 1999 - December 2006; and SWSL for December 2006 - present). J = Estimated value between the MDL and the MRL. B = Blank -qualified data; result is expected to be biased high based on concentrations in the blanks. NO = Not detected above the MDL. GPS = Groundwater Protection Standard INC 2L = North Carolina Groundwater Standards from 15A NCAC 2L.0202. IMAC = Interim Maximum Allowable Concentration (for constituents with no listed NC2L). NC2B = Surface Water Protection Standard from 15A NCAC 2B. NC2B* = Hardness -based NC26. ISTV = In -Stream Target Value (for constituents with no listed NC26). Bold results represent quantified exceedances of the relevant standard. Granville County, Oxford Unit 2 Landfill Permit # 3901-MSWLF-2012 LaBella Associates FIGURE Figure 1 Site Location Map (USGS Topographic Map) 0 Soo 0 600 15 o o� a o �o - � ps o C� �F q T o S 1 soy Lewis 4 �` NIT z 0 500 "I \ Cam: s r o z� Q. Q 15 1 by O STERL_CA(THIN.BTo, Ap PE I o 1 00 Sao a O Mead 11 , emo ie Mrial Kinton R,\ p / V Parkl or 1Fk - P NOTE: U.S.G.S. 7.5 MINUTE TOPGRAPFiI 1 4000 QUADRANGLES FOR SATTERWHITE, STOVALL, EREA AND OXFORD, NORTH CAROLINA. 9rK it is avhustion of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licenser landd architect, ISSUED FOR: pride LaBeLLa enalfthealtonal ringineerarlantlsurveyor ndsuryafter nteminanywatheIte theirsealandnng the ealutanarcedby'folloeer ytheirsunatures GROUNDWATER MONITORING REPORT altered; me anering amhltect. englncer, or lane surveyor shall aflk to the Item their seal and notatlon "aneree by' followed by their signature ana DRAWING NAME: date of such Atea9on, and aspecmcdescription ofthe abation. DRAWN BY: DATE: PROJECT NO.: Powered by partnership. SITE LOCATION MAP RWH 11/25/19 2182022 2211 W. MEADOWVIEW ROAD GREENSBORO, NC 27407 PHONE: (336) 323-0092 PROJECT NAME: DRAWING NUMBER: OXFORD LANDFILL � abellapc.com ©2019 LaBella Associates GRANVILLE COUNTY, NORTH CAROLINA L:\G—AII.\dwg\Oxford\, 2019 Labella Site Location Map.dwg DRAWING Drawing 1 Groundwater Potentiometric Surface Map '\V I1 1 \ I NES-1 D (ABANDONE LaBeLLa / Powered by partnership. �I I AREA SURV€YED WITHIN — THIS -1S /NS / / i I l I r I I BOUNDARY CONSISTS — 477.10 \ OF -GROUND SURVEY DATED MASH 2093 \ I I I APPROXIMATE`MSW LANDF1L�/ / I / — / I I I \\ \ IN,72 76'1 / — \ J I L�A(ItY� O WASTE I / / / 1 / / / I 2D �\ I --- ---_ \ / � - 490 — I 1I(I III I I I 1III I II I II=III> IIIII I/I— �—III1 I II III MI— ►IIIIII5 II _I I� I�II I�� I\I IIIII� I I I I� I I � �II—Il IIII \_I��I I I II \IIIII - IIII I�II III III —III 1 II\ IIII IIl�I III_ > I► I-1III/ 1PI—II I I— � I IIIIIIIII I-I I Io6 I I\( IIII II IIIII 1 II III I IIIII I II\ I III IIII II11\ I\— II IIIIII III I I I—II�III �1iI I I I I LII I1II1 I\I IfI ► I III III I II II I III1 IIIII/ I III/III I_I (II\lI I III I I II � I I I l (/ /IIII� I III1II ��IIIfII III(I I III�IIIIIII\II\II1IIIIII IIIII� ��� ��—// _�.�\>—•��_ /_� _�// �-/ _��\�/ =��-� _I\� ._�_//_\—�/\` \\/ ,\ >� \\-\✓e,J =\f \� �> i-\ � —J — =.� rf/--—� -57 \ / 1\I\ I �I \I / / = � \I/\ 1 \ I/\I II1 \ \ I\ \ \II I � C\\ \ II I \VIV r R �CCESS ROAD 500.56 LAPPROXIMATEF - >�N! W� j'LIMITS OF AST '11~ MW4GoD 81�41 \ �500 Md-OR -501.3/ _50'y'T -� \ 0- 59/ A/ A <\ 510I �o o � M� IIII IIIIl I IIoI III I I II LEGENDG - I I 1 l K-- I I I ) I 1I III I--I- I I I I 1 I I I I I I I I I 1 1 I I/ 1/ / l I \ \ \ \ 510 10 E X I S T I N G 1 0' TOPOGRAPHIC CONTOUR EXISTING 2'TOPOGRAPHIC CONTOUR — = — 1 JJ 1O I II I I I I I I I � II I I I I I I I II I � ►► II I 1 1 I I I II I I I I l� / l I l / ,, \\ �\ \ ✓ � � � / -� NY -12fNSAD0 P 21 EXISTING ROAD/ — __ = \` \ � _ = J I I I I I II 1 1 I1 M I I I I I I I I I 1 I I I I I I I I I I I I r / � I I j I � I i / V/ � — l — GROUNDWATER SURFACE CONTOUR,��490488.77 FEET ABOVE MEAN SEA LEVEL (AMSL)] GROUNDWATER FLOW DIRECTIONo l I I I I I I I I II' / ✓ \ / \� \ \_ \ —_ _— �- — _— — _� J � _ I / / I \I � I � II I / I I 1 /I / I I I I I I III I I I II I I � III I I I I I II I IIII III II IIIII II I I I I I / CI I I II / /I II I II 1 I III I I I/ I I I / / I� � �j �� �° 1- W- BA�N D O N E D ) // M W -X GROUNDWATER MONI TORING WELL L O CATION 510. 2 AND IDENTIFICATION SURFACE MONITORING POINT LOCATION AND5SwIDENTIFICATION oil SEGMENT USED FOR GRADIENT CALCULATION ON� \� // \ _ -0---� / \ ��—�� Rol R�VEYE-D-WAIN= I/ I -9 I ( Ir I ✓ I � J J I \ \ THIS BO -CONSISTS —flF— 6 ND SURV-DAT1=D JIJNIi20 �� 52FLOW PATH LENGTH 0 _ �=_\������ ✓ _� --/ N ( � \� % III I \�-12 \ \ Z2,093 LF /Z/_-- / I� O -01 506.3 � � � � -10 — \��� 510-- //— I —SJFf— I I / I f J i2 1,350 LF _ I .= I ON r J� I I II �/ o I / / \ \ I °ti I II °N I ( NOTES �� °y III ( _ ( _ 1 ,,� 510 / SEDIMENT \ \ I H I \ I \ I630 I / /BASIN SB-1 \ \ \ _N I / S \ I ( \ f 1. TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET 30 = I \ / 2. GROUNDWATER CONTOUR INTERVAL = 10 FEET 3. GROUNDWATER CONTOURS BASED ON LINEAR �/ / INTERPOLATION BETWEEN AND EXTRAPOLATION , I \ \ o GH I / / / FROM KNOWN DATA, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD CONDITIONS. THEREFORE, GROUNDWATER CONTOURS OREFLECT W-8r I I I Q ACTUAL GROUNDWATER CONDITIONS. \ S III \ 499.99I I \\ I I I /� I / MW-7 I CSC I /I �� = II I \ \ 511 37 o GRAPHVLE / I 4. STATIC WATER LEVELS MEASURED ON 02/20/20. � 0 50 100 ROOO/jL / (FEET)- / 2211 W. MEADOWVIEW ROAD GREENSBORO, NC 27407 PHONE: (336) 323-0092 labellapc.com T T T T T T © 2020 LaBella Associates GRANVILLE COUNTY OXFORD, NORTH CAROLINA OXFORD LANDFILL OXFORD , NORTH CAROLINA NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2182022 DRAWN BY: RH REVIEWED BY: My ISSUED FOR: GROUNDWATER REPORT DATE: 5/19/20 DRAWING NAME GROUNDWATER SURFACE CONTOUR MAP FEBRUARY 20, 2020 DRAWING NUMBER: 1 APPENDICES Appendix A Well Construction Details Appendix B Laboratory Analytical Reports and Field Data Logs Appendix C Historical Data Tables Appendix Well Construction Details TABLE Al-01: Well Construction Details AR TD TD TOC Top Top Bottom Bottom GS Elev. TOC Screened DTW Well ID Date Installed Northing Easting (Bedrock) (Boring) (Well) Stick-up Screen Screen Screen Screen Comments (Ft AMSL) (Ft AMSL) SL) LIth010gy (Ft BTOC) (Ft-BGS) (Ft-BGS) (Ft-BTOC) (Ft-AGS) (Ft-BGS) (Ft-BTOC) (Ft-BGS) (Ft-BTOC) MW-7 07/28/08 953292.1160 2112043.4480 531.24 534.24 34.50 34.50 37.50 3.00 19.50 22.50 34.50 37.50 Saprolite 23.91 Background Well Units (former P-2) 05/05/12 MW-8 953360.2000 2111527.6910 500.57 503.31 1.00 25.00 20.00 2.74 10.00 12.74 20.00 22.74 Bedrock Artesian Unit 2 Compliance 07/18/12 MW-9 10/06/08 954799.7410 2112842.3890 485.05 487.51 1.50 40.00 43.00 2.46 20.00 22.46 40.00 42.46 Bedrock 8.30 Unit 2 Compliance (former P-9) MW-10 10/02/08 955136.0000 2112571.1750 481.81 484.92 6.00 30.00 32.90 3.11 15.00 18.11 30.00 33.11 Bedrock 8.15 Unit 2 Compliance (former P-10) MW-11 10/05/08 954795.8510 2111957.0410 476.43 478.72 6.00 20.00 22.90 2.30 5.00 7.30 20.00 22.30 Bedrock 6.80 Unit 2 Compliance (former P-13) 521.30 31.00 50.00 52.30 2.00 40.00 42.00 MW-12 08/01/08 954077.4350 2112567.4920 519.29 50.00 52.00 Bedrock 30.75 Unit 2 Background, not (former P-21) 477.20 9.00 21.50 11.00 13.67 sampled NES-2S 05/01/04 955091.2902 2111945.3411 474.53 24.17 2.67 21.00 23.67 Saprolite 9.14 Unit 2 Compliance and 474.72 477.43 21.50 Unit 1 Perfomance NES-21D 05/01/04 955081.7805 2111946.7398 66.50 69.21 2.71 51.00 53.71 66.00 68.71 Bedrock 5.00 Unit 1 Sentinel, not sampled for Unit 2 NOTES: AR = Auger Refusal (Estimate of depth to bedrock). TO = Total Depth (of boring or well/piezometer). TOC = Top of Casing. GS = Ground Surface. DTW = Depth to Water (as measured on 11/20/08). Ft-BGS = Feet below ground surface. Ft-AGS = Feet above ground surface. Ft-BTOC = Feet below TOC. Ft-AMSL = Feet above mean sea level. Granville Co., Oxford Landfill, Unit 2 Permit No. 3901-MSWLF-2012 La Bella Associates Appendix 8 Laboratory Analytical Reports and Field Data Logs LaBella Project Name: Granville County Oxford Landfill Location: Oxford Landfill Project No.: 2182022.01/02 2211W. Meadowview Rd Suite 101 Greensboro, NC 27407 Sampled By: D. Knagge, N. Soto Rodriguez Telephone: (336) 323-0092 Facsimile: (336) 323-0093 Date: 2/14/2020 WELL I.D.: MW-7 Weather: Sunny, 40's WELL SAMPLING INFORMATION Well Diameter: 2" Static Water Level: 22.87' Depth of Well: 37.32' Length of Well Screen: - Measuring Point: Top of Casin Depth to Top of Pump: 35' Pump Type: QED Bladder Pump Tubing Type: Bonded Tubing FIELD PARAMF.TFR MF,AR1TRF,MF.NT Time Pump Rate Gallons Purged pH Temp "C Conductivity (MS/CM) Turbidity (NTU) Dissolved Oz (m ) Redox (mV) Alkalinity Iron (II) Comments DTW +/- 0.1 +/- 3% + 10% +/- 10 mV 1535 250mL/min OmL 6.45 15.6 365.3 266.6 3.36 287.1 - 23.02 1538 25OmUmin 750mL 6.47 15.6 366.3 206.9 4.46 286.5 - 23.06 1541 250mL./min 1.51- 6.47 15.7 365.9 183.1 4.01 286.7 - - 23.10 1544 250mLJn-dn 2.25L 6.38 15.7 365.7 151.5 3.35 284.2 - - 23.20 1547 250mLJn-dn 3.00L 6.24 15.7 364.9 111.3 3.96 284.6 - - 23.25 Purge Time Start: OBSERVATIONS i otai 3.uLt u. /v t,auons rurgea 1535 Purge Time End: 1547 Final Static Water Level: 23.25 Notes: 3-2 r za -0 0LaBella Project Name: Granville County Oxford Landfill � Location: Oxford Landfill Project No.: 2182022.01/02 2211W. Meadowview Rd Suite 101 Greensboro, NC 27407 Sampled By: D. Knagge, N. Soto Rodriguez Telephone: (336) 323-0092 Facsimile: (336) 323-0093 Date: 2/14/2020 WELL I.D.: NES-2S Weather: Sunny, 40's WELL SAMPLING INFORMATION Well Diameter: 2" Static Water Level: 4.44 Depth of Well: 24.2 Length of Well Screen: - Measuring Point: Top of Casing Depth to Top of Pump: 22' Pump Type: QED Bladder Pump Tubing Type: Bonded Tubing FIELD PARAMETER MFASUREMF,NT Time Pump Rate Gallons Purged pH Temp °C Conductivity (mS/cm) Turbidity (NTU) Dissolved 02 (m L) Redox (mV) Alkalinity Iron (II) Comments DTW +/- O.l +/- 3% + 10% +/- 10 mV 1455 300 ml/min OmL 6.08 14.0 194.9 51.93 0.88 331.6 - - 5.15 1458 300 ml/min 900ML 6.01 14.0 193.0 49.17 0.57 326.6 - - 5.25 1501 300 ml/min 1.8L 6.04 1 14.1 191.6 41.44 0.44 316.5 - - 5.17 1504 300 ml/min 2.7L 5.99 14.2 190.9 39.66 0.41 309.5 - - 5.16 1507 300 ml/min 3.6L 5.89 14.2 190.7 39.50 0.34 307.6 - - 5.19 Purge Time Start: OBSERVATIONS rorai 3.ou u.YD uauons t-urgea 1455 Purge Time End: 1507 Final Static Water Level: 5.19 Notes: leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 May 14, 2020 Van Burbach Joyce Engineering -NC 2211 West Meadowview Rd Boone Bldg, Suite 101 Greensboro, NC 27407 RE: Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Dear Van Burbach: Enclosed are the analytical results for sample(s) received by the laboratory on February 15, 2020. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Asheville • Pace Analytical Services - Charlotte This revision was issued on 4/14/20 to report the NC App I VOC list for sample "3901-NES2S" per client request. This second revision was issued on 5/14/20 to include 1,4-dioxane in the 8260 list for samples 3901-MW7 and 3901-Field Blank. If you have any questions concerning this report, please feel free to contact me. Sincerely, Nicole Gasiorowski nicole.gasiorowski@pacelabs.com (704)875-9092 Project Manager Enclosures cc: Gretta Eller, LaBella Associates, D.P.C. Rochelle Mesubed, Joyce Engineering Miguel Vazquez, Joyce Engineering �pQ ACcr?FO C REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 9e without the written consent of Pace Analytical Services, LLC. Page 1 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 CERTIFICATIONS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Pace Analytical Services Charlotte 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 Louisiana/NELAP Certification # LA170028 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 Pace Analytical Services Asheville 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification #: M-NC030 North Carolina Drinking Water Certification #: 37712 South Carolina Certification #: 99006001 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Virginia/VELAP Certification #: 460221 North Carolina Wastewater Certification #: 40 South Carolina Certification #: 99030001 Virginia/VELAP Certification #: 460222 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE SUMMARY Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Lab ID Sample ID Matrix Date Collected Date Received 92465467001 3901-MW7 Water 02/14/2015:50 02/15/2011:04 92465467002 3901-Field Blank Water 02/14/2016:05 02/15/2011:04 92465467003 3901-NES2S Water 02/14/2015:10 02/15/2011:04 92465467004 3901-Trip Blank Water 02/14/20 00:00 02/15/2011:04 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE ANALYTE COUNT Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92465467001 3901-MW7 EPA 601OD IDS 16 PASI-A EPA 6020E JOR 1 PASI-A EPA 7470A SOO 1 PASI-A EPA 8260D SAS 52 PASI-C SM 2320B-2011 ECH 1 PASI-A SM 2540C-2011 CJL 1 PASI-A EPA 300.0 Rev 2.1 1993 BRJ 1 PASI-A SM 4500-CI-E-2011 DMN 1 PASI-A 92465467002 3901-Field Blank EPA 601OD DS 16 PASI-A EPA 6020E JOR 1 PASI-A EPA 7470A SOO 1 PASI-A EPA 8260D CL 52 PASI-C SM 2320B-2011 ECH 1 PASI-A SM 2540C-2011 CJL 1 PASI-A EPA 300.0 Rev 2.1 1993 BRJ 1 PASI-A SM 4500-CI-E-2011 DMN 1 PASI-A 92465467003 3901-NES2S EPA 8260D SAS 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C 92465467004 3901-Trip Blank EPA 8260D CL 51 PASI-C EPA 8260D Mod. LMB 3 PASI-C PASI-A = Pace Analytical Services - Asheville PASI-C = Pace Analytical Services - Charlotte REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SUMMARY OF DETECTION Project: Pace Project No.: Oxford Units 1&2 Blanks&Joint-Revised Report 92465467 Lab Sample ID Client Sample ID Method Parameters Result Units Report Limit Analyzed Qualifiers 92465467001 3901-MW7 EPA 6010D Barium 11.0 ug/L 5.0 02/27/20 17:35 EPA 6010D Chromium 3.OJ ug/L 5.0 02/27/20 17:35 EPA 6010D Cobalt 2.7J ug/L 5.0 02/27/20 17:35 EPA 6010D Copper 5.5 ug/L 5.0 02/27/20 17:35 EPA 6010D Iron 3750 ug/L 50.0 02/27/20 17:35 EPA 6010D Manganese 85.8 ug/L 5.0 02/27/20 17:35 EPA 6010D Nickel 2.5J ug/L 5.0 02/27/20 17:35 EPA 6010D Vanadium 9.2 ug/L 5.0 02/27/20 17:35 EPA 6010D Zinc 9.6J ug/L 10.0 02/27/20 17:35 SM 2320B-2011 Alkalinity, Total as CaCO3 139000 ug/L 5000 02/27/20 14:41 SM 2540C-2011 Total Dissolved Solids 249000 ug/L 25000 02/19/20 17:42 EPA 300.0 Rev 2.1 1993 Sulfate 52000 ug/L 1000 02/23/20 05:13 SM 4500-CI-E-2011 Chloride 9070 ug/L 1000 02/24/20 12:15 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-MW7 Lab ID: 92465467001 Collected: 02/14/20 15:50 Received: 02/15/20 11:04 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 6010D Preparation Method: EPA 3010A Pace Analytical Services -Asheville Antimony ND ug/L 5.0 3.0 1 02/27/20 01:53 02/27/20 17:35 7440-36-0 Arsenic ND ug/L 10.0 4.7 1 02/27/20 01:53 02/27/20 17:35 7440-38-2 Barium 11.0 ug/L 5.0 1.0 1 02/27/20 01:53 02/27/20 17:35 7440-39-3 Beryllium ND ug/L 1.0 0.20 1 02/27/20 01:53 02/27/20 17:35 7440-41-7 Cadmium ND ug/L 1.0 0.40 1 02/27/20 01:53 02/27/20 17:35 7440-43-9 Chromium 3.OJ ug/L 5.0 1.0 1 02/27/20 01:53 02/27/20 17:35 7440-47-3 Cobalt 2.7.1 ug/L 5.0 1.1 1 02/27/20 01:53 02/27/20 17:35 7440-48-4 Copper 5.5 ug/L 5.0 2.1 1 02/27/20 01:53 02/27/20 17:35 7440-50-8 Iron 3750 ug/L 50.0 19.5 1 02/27/20 01:53 02/27/20 17:35 7439-89-6 Lead ND ug/L 5.0 1.6 1 02/27/20 01:53 02/27/20 17:35 7439-92-1 Manganese 85.8 ug/L 5.0 0.90 1 02/27/20 01:53 02/27/20 17:35 7439-96-5 Nickel 2.5J ug/L 5.0 0.90 1 02/27/20 01:53 02/27/20 17:35 7440-02-0 Selenium ND ug/L 10.0 4.7 1 02/27/20 01:53 02/27/20 17:35 7782-49-2 Silver ND ug/L 5.0 2.5 1 02/27/20 01:53 02/27/20 17:35 7440-22-4 Vanadium 9.2 ug/L 5.0 1.3 1 02/27/20 01:53 02/27/20 17:35 7440-62-2 Zinc 9.6.1 ug/L 10.0 3.9 1 02/27/20 01:53 02/27/20 17:35 7440-66-6 6020 MET ICPMS Analytical Method: EPA 6020B Preparation Method: EPA 3010A Pace Analytical Services -Asheville Thallium ND ug/L 0.10 0.060 1 02/27/20 02:29 03/04/20 03:35 7440-28-0 7470 Mercury Mercury 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane Date: 05/14/2020 03:04 PM Analytical Method: EPA 7470A Preparation Method: EPA 7470A Pace Analytical Services -Asheville ND ug/L 0.20 0.10 1 02/25/2013:52 02/26/2011:57 7439-97-6 Analytical Method: EPA 8260D Pace Analytical Services - Charlotte ND ug/L 25.0 ND ug/L 10.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 2.0 ND ug/L 5.0 ND ug/L 2.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 5.0 ND ug/L 1.0 ND ug/L 5.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 6.2 1 02/25/20 13:33 67-64-1 0.90 1 02/25/20 13:33 107-13-1 0.15 1 02/25/20 13:33 71-43-2 0.34 1 02/25/20 13:33 74-97-5 0.26 1 02/25/20 13:33 75-27-4 0.62 1 02/25/20 13:33 75-25-2 0.62 1 02/25/20 13:33 74-83-9 3.3 1 02/25/20 13:33 78-93-3 0.40 1 02/25/20 13:33 75-15-0 0.22 1 02/25/20 13:33 56-23-5 0.23 1 02/25/20 13:33 108-90-7 0.49 1 02/25/20 13:33 75-00-3 2.3 1 02/25/20 13:33 67-66-3 0.39 1 02/25/20 13:33 74-87-3 0.26 1 02/25/20 13:33 96-12-8 0.41 1 02/25/20 13:33 124-48-1 0.26 1 02/25/20 13:33 106-93-4 0.46 1 02/25/20 13:33 74-95-3 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. v2 Page 6 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-MW7 Lab ID: 92465467001 Collected: 02/14/20 15:50 Received: 02/15/20 11:04 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropene cis-1,3-Dichloropropene trans- 1,3-Dichloropropene 1,4-Dioxane (p-Dioxane) Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Tetrahydrofuran Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 2320B Alkalinity Alkalinity, Total as CaCO3 2540C Total Dissolved Solids Total Dissolved Solids Date: 05/14/2020 03:04 PM Analytical Method: EPA 8260D Pace Analytical Services - Charlotte ND ug/L 1.0 0.29 1 02/25/2013:33 95-50-1 ND ug/L 1.0 0.26 1 02/25/2013:33 106-46-7 ND ug/L 1.0 0.54 1 02/25/2013:33 110-57-6 v1 ND ug/L 1.0 0.27 1 02/25/2013:33 75-34-3 ND ug/L 1.0 0.34 1 02/25/2013:33 107-06-2 ND ug/L 1.0 0.24 1 02/25/2013:33 75-35-4 ND ug/L 1.0 0.29 1 02/25/2013:33 156-59-2 ND ug/L 1.0 0.25 1 02/25/2013:33 156-60-5 ND ug/L 1.0 0.19 1 02/25/2013:33 78-87-5 ND ug/L 1.0 0.30 1 02/25/20 13:33 10061-01-5 ND ug/L 1.0 0.31 1 02/25/2013:33 10061-02-6 ND ug/L 150 56.2 1 02/25/2013:33 123-91-1 ND ug/L 1.0 0.26 1 02/25/2013:33 100-41-4 ND ug/L 5.0 0.57 1 02/25/2013:33 591-78-6 ND ug/L 20.0 12.5 1 02/25/2013:33 74-88-4 ND ug/L 5.0 3.7 1 02/25/2013:33 75-09-2 ND ug/L 5.0 4.5 1 02/25/2013:33 108-10-1 ND ug/L 1.0 0.27 1 02/25/2013:33 100-42-5 ND ug/L 1.0 0.34 1 02/25/2013:33 630-20-6 ND ug/L 1.0 0.22 1 02/25/2013:33 79-34-5 ND ug/L 1.0 0.16 1 02/25/2013:33 127-18-4 ND ug/L 10.0 1.9 1 02/25/2013:33 109-99-9 ND ug/L 1.0 0.24 1 02/25/2013:33 108-88-3 ND ug/L 1.0 0.18 1 02/25/2013:33 71-55-6 ND ug/L 1.0 0.24 1 02/25/2013:33 79-00-5 ND ug/L 1.0 0.22 1 02/25/2013:33 79-01-6 ND ug/L 1.0 0.31 1 02/25/2013:33 75-69-4 ND ug/L 1.0 0.35 1 02/25/2013:33 96-18-4 ND ug/L 2.0 1.4 1 02/25/2013:33 108-05-4 ND ug/L 1.0 0.24 1 02/25/2013:33 75-01-4 ND ug/L 1.0 0.63 1 02/25/2013:33 1330-20-7 105 % 70-130 1 02/25/2013:33 460-00-4 95 % 70-130 1 02/25/2013:33 17060-07-0 103 % 70-130 1 02/25/2013:33 2037-26-5 Analytical Method: SM 2320B-2011 Pace Analytical Services -Asheville 139000 ug/L 5000 5000 1 02/27/2014:41 Analytical Method: SM 2540C-2011 Pace Analytical Services -Asheville 249000 ug/L 25000 25000 1 02/19/2017:42 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-MW7 Parameters Lab ID: 92465467001 Collected: Report Results Units Limit 02/14/20 15:50 MDL DF Received: 02/15/20 11:04 Matrix: Water Prepared Analyzed CAS No. Qual 300.0 IC Anions 28 Days Analytical Method: EPA 300.0 Rev 2.1 1993 Pace Analytical Services -Asheville Sulfate 52000 ug/L 1000 500 1 02/23/20 05:13 14808-79-8 4500 Chloride Analytical Method: SM 4500-CI-E-2011 Pace Analytical Services -Asheville Chloride 9070 ug/L 1000 500 1 02/24/2012:15 16887-00-6 Date: 05/14/2020 03:04 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 8 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-Field Blank Lab ID: 92465467002 Collected: 02/14/20 16:05 Received: 02/15/20 11:04 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 6010D Preparation Method: EPA 3010A Pace Analytical Services -Asheville Antimony ND ug/L 5.0 3.0 1 02/27/20 01:53 02/27/20 17:53 7440-36-0 Arsenic ND ug/L 10.0 4.7 1 02/27/20 01:53 02/27/20 17:53 7440-38-2 Barium ND ug/L 5.0 1.0 1 02/27/20 01:53 02/27/20 17:53 7440-39-3 Beryllium ND ug/L 1.0 0.20 1 02/27/20 01:53 02/27/20 17:53 7440-41-7 Cadmium ND ug/L 1.0 0.40 1 02/27/20 01:53 02/27/20 17:53 7440-43-9 Chromium ND ug/L 5.0 1.0 1 02/27/20 01:53 02/27/20 17:53 7440-47-3 Cobalt ND ug/L 5.0 1.1 1 02/27/20 01:53 02/27/20 17:53 7440-48-4 Copper ND ug/L 5.0 2.1 1 02/27/20 01:53 02/27/20 17:53 7440-50-8 Iron ND ug/L 50.0 19.5 1 02/27/20 01:53 02/27/20 17:53 7439-89-6 Lead ND ug/L 5.0 1.6 1 02/27/20 01:53 02/27/20 17:53 7439-92-1 Manganese ND ug/L 5.0 0.90 1 02/27/20 01:53 02/27/20 17:53 7439-96-5 Nickel ND ug/L 5.0 0.90 1 02/27/20 01:53 02/27/20 17:53 7440-02-0 Selenium ND ug/L 10.0 4.7 1 02/27/20 01:53 02/27/20 17:53 7782-49-2 Silver ND ug/L 5.0 2.5 1 02/27/20 01:53 02/27/20 17:53 7440-22-4 Vanadium ND ug/L 5.0 1.3 1 02/27/20 01:53 02/27/20 17:53 7440-62-2 Zinc ND ug/L 10.0 3.9 1 02/27/20 01:53 02/27/20 17:53 7440-66-6 6020 MET ICPMS Analytical Method: EPA 6020B Preparation Method: EPA 3010A Pace Analytical Services -Asheville Thallium ND ug/L 0.10 0.060 1 02/27/20 02:29 03/04/20 03:44 7440-28-0 7470 Mercury Mercury 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane Date: 05/14/2020 03:04 PM Analytical Method: EPA 7470A Preparation Method: EPA 7470A Pace Analytical Services -Asheville ND ug/L 0.20 0.10 1 02/25/2013:52 02/26/2011:59 7439-97-6 Analytical Method: EPA 8260D Pace Analytical Services - Charlotte ND ug/L 25.0 ND ug/L 10.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 2.0 ND ug/L 5.0 ND ug/L 2.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 5.0 ND ug/L 1.0 ND ug/L 5.0 ND ug/L 1.0 ND ug/L 1.0 ND ug/L 1.0 6.2 1 02/22/20 17:42 67-64-1 0.90 1 02/22/20 17:42 107-13-1 0.15 1 02/22/20 17:42 71-43-2 0.34 1 02/22/20 17:42 74-97-5 0.26 1 02/22/20 17:42 75-27-4 0.62 1 02/22/20 17:42 75-25-2 0.62 1 02/22/20 17:42 74-83-9 3.3 1 02/22/20 17:42 78-93-3 0.40 1 02/22/20 17:42 75-15-0 0.22 1 02/22/20 17:42 56-23-5 0.23 1 02/22/20 17:42 108-90-7 0.49 1 02/22/20 17:42 75-00-3 2.3 1 02/22/20 17:42 67-66-3 0.39 1 02/22/20 17:42 74-87-3 0.26 1 02/22/20 17:42 96-12-8 0.41 1 02/22/20 17:42 124-48-1 0.26 1 02/22/20 17:42 106-93-4 0.46 1 02/22/20 17:42 74-95-3 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. L2,v2 IH,v1 v2 Page 9 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-Field Blank Lab ID: 92465467002 Collected: 02/14/20 16:05 Received: 02/15/20 11:04 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropene cis-1,3-Dichloropropene trans- 1,3-Dichloropropene 1,4-Dioxane (p-Dioxane) Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Tetrahydrofuran Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 2320B Alkalinity Alkalinity, Total as CaCO3 2540C Total Dissolved Solids Total Dissolved Solids Date: 05/14/2020 03:04 PM Analytical Method: EPA 8260D Pace Analytical Services - Charlotte ND ug/L 1.0 0.29 1 02/22/2017:42 95-50-1 ND ug/L 1.0 0.26 1 02/22/2017:42 106-46-7 ND ug/L 1.0 0.54 1 02/22/2017:42 110-57-6 ND ug/L 1.0 0.27 1 02/22/2017:42 75-34-3 ND ug/L 1.0 0.34 1 02/22/2017:42 107-06-2 ND ug/L 1.0 0.24 1 02/22/2017:42 75-35-4 ND ug/L 1.0 0.29 1 02/22/2017:42 156-59-2 ND ug/L 1.0 0.25 1 02/22/2017:42 156-60-5 ND ug/L 1.0 0.19 1 02/22/2017:42 78-87-5 ND ug/L 1.0 0.30 1 02/22/20 17:42 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2017:42 10061-02-6 ND ug/L 150 56.2 1 02/22/2017:42 123-91-1 ND ug/L 1.0 0.26 1 02/22/2017:42 100-41-4 ND ug/L 5.0 0.57 1 02/22/2017:42 591-78-6 ND ug/L 20.0 12.5 1 02/22/2017:42 74-88-4 ND ug/L 5.0 3.7 1 02/22/2017:42 75-09-2 ND ug/L 5.0 4.5 1 02/22/2017:42 108-10-1 ND ug/L 1.0 0.27 1 02/22/2017:42 100-42-5 ND ug/L 1.0 0.34 1 02/22/2017:42 630-20-6 ND ug/L 1.0 0.22 1 02/22/2017:42 79-34-5 ND ug/L 1.0 0.16 1 02/22/2017:42 127-18-4 ND ug/L 10.0 1.9 1 02/22/2017:42 109-99-9 ND ug/L 1.0 0.24 1 02/22/2017:42 108-88-3 ND ug/L 1.0 0.18 1 02/22/2017:42 71-55-6 ND ug/L 1.0 0.24 1 02/22/2017:42 79-00-5 ND ug/L 1.0 0.22 1 02/22/2017:42 79-01-6 ND ug/L 1.0 0.31 1 02/22/2017:42 75-69-4 ND ug/L 1.0 0.35 1 02/22/2017:42 96-18-4 ND ug/L 2.0 1.4 1 02/22/2017:42 108-05-4 ND ug/L 1.0 0.24 1 02/22/2017:42 75-01-4 ND ug/L 1.0 0.63 1 02/22/2017:42 1330-20-7 99 % 70-130 1 02/22/2017:42 460-00-4 102 % 70-130 1 02/22/2017:42 17060-07-0 99 % 70-130 1 02/22/2017:42 2037-26-5 Analytical Method: SM 2320B-2011 Pace Analytical Services -Asheville ND ug/L 5000 5000 1 02/27/2015:09 Analytical Method: SM 2540C-2011 Pace Analytical Services -Asheville ND ug/L 25000 25000 1 02/19/2017:42 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. v1 v1 Page 10 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-Field Blank Parameters Lab ID: 92465467002 Collected: Report Results Units Limit 02/14/20 16:05 MDL DF Received: 02/15/20 11:04 Matrix: Water Prepared Analyzed CAS No. Qual 300.0 IC Anions 28 Days Analytical Method: EPA 300.0 Rev 2.1 1993 Pace Analytical Services -Asheville Sulfate ND ug/L 1000 500 1 02/25/20 04:50 14808-79-8 4500 Chloride Analytical Method: SM 4500-CI-E-2011 Pace Analytical Services -Asheville Chloride ND ug/L 1000 500 1 02/24/2012:16 16887-00-6 Date: 05/14/2020 03:04 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 11 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-NES2S Lab ID: 92465467003 Collected: 02/14/20 15:10 Received: 02/15/20 11:04 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropene cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Date: 05/14/2020 03:04 PM Analytical Method: EPA 8260D Pace Analytical Services - Charlotte ND ug/L 25.0 6.2 1 02/25/2013:51 67-64-1 ND ug/L 10.0 0.90 1 02/25/2013:51 107-13-1 ND ug/L 1.0 0.15 1 02/25/2013:51 71-43-2 ND ug/L 1.0 0.34 1 02/25/2013:51 74-97-5 ND ug/L 1.0 0.26 1 02/25/2013:51 75-27-4 ND ug/L 1.0 0.62 1 02/25/2013:51 75-25-2 ND ug/L 2.0 0.62 1 02/25/2013:51 74-83-9 ND ug/L 5.0 3.3 1 02/25/2013:51 78-93-3 ND ug/L 2.0 0.40 1 02/25/2013:51 75-15-0 ND ug/L 1.0 0.22 1 02/25/2013:51 56-23-5 ND ug/L 1.0 0.23 1 02/25/2013:51 108-90-7 ND ug/L 1.0 0.49 1 02/25/2013:51 75-00-3 ND ug/L 5.0 2.3 1 02/25/2013:51 67-66-3 ND ug/L 1.0 0.39 1 02/25/2013:51 74-87-3 ND ug/L 5.0 0.26 1 02/25/2013:51 96-12-8 ND ug/L 1.0 0.41 1 02/25/2013:51 124-48-1 ND ug/L 1.0 0.26 1 02/25/2013:51 106-93-4 ND ug/L 1.0 0.46 1 02/25/2013:51 74-95-3 ND ug/L 1.0 0.29 1 02/25/2013:51 95-50-1 ND ug/L 1.0 0.26 1 02/25/2013:51 106-46-7 ND ug/L 1.0 0.54 1 02/25/2013:51 110-57-6 ND ug/L 1.0 0.27 1 02/25/2013:51 75-34-3 ND ug/L 1.0 0.34 1 02/25/2013:51 107-06-2 ND ug/L 1.0 0.24 1 02/25/2013:51 75-35-4 ND ug/L 1.0 0.29 1 02/25/2013:51 156-59-2 ND ug/L 1.0 0.25 1 02/25/2013:51 156-60-5 ND ug/L 1.0 0.19 1 02/25/2013:51 78-87-5 ND ug/L 1.0 0.30 1 02/25/20 13:51 10061-01-5 ND ug/L 1.0 0.31 1 02/25/2013:51 10061-02-6 ND ug/L 1.0 0.26 1 02/25/2013:51 100-41-4 ND ug/L 5.0 0.57 1 02/25/2013:51 591-78-6 ND ug/L 20.0 12.5 1 02/25/2013:51 74-88-4 ND ug/L 5.0 3.7 1 02/25/2013:51 75-09-2 ND ug/L 5.0 4.5 1 02/25/2013:51 108-10-1 ND ug/L 1.0 0.27 1 02/25/2013:51 100-42-5 ND ug/L 1.0 0.34 1 02/25/2013:51 630-20-6 ND ug/L 1.0 0.22 1 02/25/2013:51 79-34-5 ND ug/L 1.0 0.16 1 02/25/2013:51 127-18-4 ND ug/L 1.0 0.24 1 02/25/2013:51 108-88-3 ND ug/L 1.0 0.18 1 02/25/2013:51 71-55-6 ND ug/L 1.0 0.24 1 02/25/2013:51 79-00-5 ND ug/L 1.0 0.22 1 02/25/2013:51 79-01-6 ND ug/L 1.0 0.31 1 02/25/2013:51 75-69-4 ND ug/L 1.0 0.35 1 02/25/2013:51 96-18-4 ND ug/L 2.0 1.4 1 02/25/2013:51 108-05-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 12 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-NES2S Parameters Lab ID: 92465467003 Collected: Report Results Units Limit 02/14/20 15:10 MDL DF Received: 02/15/20 11:04 Matrix: Water Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill Analytical Method: EPA 8260D Pace Analytical Services - Charlotte Vinyl chloride ND ug/L 1.0 0.24 1 02/25/20 13:51 75-01-4 Xylene (Total) ND ug/L 1.0 0.63 1 02/25/20 13:51 1330-20-7 Surrogates 4-Bromofluorobenzene (S) 103 % 70-130 1 02/25/20 13:51 460-00-4 1,2-Dichloroethane-d4 (S) 92 % 70-130 1 02/25/20 13:51 17060-07-0 Toluene-d8 (S) 106 % 70-130 1 02/25/20 13:51 2037-26-5 8260D MSV SIM Analytical Method: EPA 8260D Mod. Pace Analytical Services - Charlotte 1,4-Dioxane (p-Dioxane) ND ug/L 2.0 1.2 1 02/19/20 01:42 123-91-1 Surrogates 1,2-Dichloroethane-d4 (S) 85 % 50-150 1 02/19/20 01:42 17060-07-0 Toluene-d8 (S) 109 % 50-150 1 02/19/20 01:42 2037-26-5 Date: 05/14/2020 03:04 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 13 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-Trip Blank Lab ID: 92465467004 Collected: 02/14/20 00:00 Received: 02/15/20 11:04 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropene cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Tetrahydrofuran Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Date: 05/14/2020 03:04 PM Analytical Method: EPA 8260D Pace Analytical Services - Charlotte ND ug/L 25.0 6.2 1 02/22/2018:00 67-64-1 ND ug/L 10.0 0.90 1 02/22/2018:00 107-13-1 ND ug/L 1.0 0.15 1 02/22/2018:00 71-43-2 ND ug/L 1.0 0.34 1 02/22/2018:00 74-97-5 ND ug/L 1.0 0.26 1 02/22/2018:00 75-27-4 ND ug/L 1.0 0.62 1 02/22/2018:00 75-25-2 ND ug/L 2.0 0.62 1 02/22/2018:00 74-83-9 ND ug/L 5.0 3.3 1 02/22/2018:00 78-93-3 ND ug/L 2.0 0.40 1 02/22/2018:00 75-15-0 ND ug/L 1.0 0.22 1 02/22/2018:00 56-23-5 ND ug/L 1.0 0.23 1 02/22/2018:00 108-90-7 ND ug/L 1.0 0.49 1 02/22/2018:00 75-00-3 ND ug/L 5.0 2.3 1 02/22/2018:00 67-66-3 ND ug/L 1.0 0.39 1 02/22/2018:00 74-87-3 ND ug/L 5.0 0.26 1 02/22/2018:00 96-12-8 ND ug/L 1.0 0.41 1 02/22/2018:00 124-48-1 ND ug/L 1.0 0.26 1 02/22/2018:00 106-93-4 ND ug/L 1.0 0.46 1 02/22/2018:00 74-95-3 ND ug/L 1.0 0.29 1 02/22/2018:00 95-50-1 ND ug/L 1.0 0.26 1 02/22/2018:00 106-46-7 ND ug/L 1.0 0.54 1 02/22/2018:00 110-57-6 ND ug/L 1.0 0.27 1 02/22/2018:00 75-34-3 ND ug/L 1.0 0.34 1 02/22/2018:00 107-06-2 ND ug/L 1.0 0.24 1 02/22/2018:00 75-35-4 ND ug/L 1.0 0.29 1 02/22/2018:00 156-59-2 ND ug/L 1.0 0.25 1 02/22/2018:00 156-60-5 ND ug/L 1.0 0.19 1 02/22/2018:00 78-87-5 ND ug/L 1.0 0.30 1 02/22/20 18:00 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2018:00 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2018:00 100-41-4 ND ug/L 5.0 0.57 1 02/22/2018:00 591-78-6 ND ug/L 20.0 12.5 1 02/22/2018:00 74-88-4 ND ug/L 5.0 3.7 1 02/22/2018:00 75-09-2 ND ug/L 5.0 4.5 1 02/22/2018:00 108-10-1 ND ug/L 1.0 0.27 1 02/22/2018:00 100-42-5 ND ug/L 1.0 0.34 1 02/22/2018:00 630-20-6 ND ug/L 1.0 0.22 1 02/22/2018:00 79-34-5 ND ug/L 1.0 0.16 1 02/22/2018:00 127-18-4 ND ug/L 10.0 1.9 1 02/22/2018:00 109-99-9 ND ug/L 1.0 0.24 1 02/22/2018:00 108-88-3 ND ug/L 1.0 0.18 1 02/22/2018:00 71-55-6 ND ug/L 1.0 0.24 1 02/22/2018:00 79-00-5 ND ug/L 1.0 0.22 1 02/22/2018:00 79-01-6 ND ug/L 1.0 0.31 1 02/22/2018:00 75-69-4 ND ug/L 1.0 0.35 1 02/22/2018:00 96-18-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. L2,v2 IH.v1 v2 v1 v1 Page 14 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 Sample: 3901-Trip Blank Parameters Lab ID: 92465467004 Collected: Report Results Units Limit 02/14/20 00:00 MDL DF Received: 02/15/20 11:04 Matrix: Water Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill Analytical Method: EPA 8260D Pace Analytical Services - Charlotte Vinyl acetate ND ug/L 2.0 1.4 1 02/22/20 18:00 108-05-4 Vinyl chloride ND ug/L 1.0 0.24 1 02/22/20 18:00 75-01-4 Xylene (Total) ND ug/L 1.0 0.63 1 02/22/20 18:00 1330-20-7 Surrogates 4-Bromofluorobenzene (S) 98 % 70-130 1 02/22/20 18:00 460-00-4 1,2-Dichloroethane-d4 (S) 102 % 70-130 1 02/22/20 18:00 17060-07-0 Toluene-d8 (S) 97 % 70-130 1 02/22/20 18:00 2037-26-5 8260D MSV SIM Analytical Method: EPA 8260D Mod. Pace Analytical Services - Charlotte 1,4-Dioxane (p-Dioxane) ND ug/L 2.0 1.2 1 02/18/20 21:18 123-91-1 Surrogates 1,2-Dichloroethane-d4 (S) 96 % 50-150 1 02/18/20 21:18 17060-07-0 Toluene-d8 (S) 108 % 50-150 1 02/18/20 21:18 2037-26-5 Date: 05/14/2020 03:04 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 15 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 526899 Analysis Method: EPA 7470A QC Batch Method: EPA 7470A Analysis Description: 7470 Mercury Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001, 92465467002 METHOD BLANK: 2815383 Matrix: Water Associated Lab Samples: 92465467001, 92465467002 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Mercury ug/L ND 0.20 0.10 02/26/2011:23 LABORATORY CONTROL SAMPLE: 2815384 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Mercury ug/L 2.5 2.6 104 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2815385 2815386 MS MSD 92463940003 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Mercury ug/L ND 2.5 2.5 2.4 2.5 93 100 75-125 8 25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 527313 Analysis Method: EPA 6010D QC Batch Method: EPA 3010A Analysis Description: 6010 MET Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001, 92465467002 METHOD BLANK: 2817547 Associated Lab Samples: 92465467001, 92465467002 Parameter Units Matrix: Blank Result Water Reporting Limit MDL Analyzed Antimony ug/L ND 5.0 3.0 02/27/2017:29 Arsenic ug/L ND 10.0 4.7 02/27/2017:29 Barium ug/L ND 5.0 1.0 02/27/2017:29 Beryllium ug/L ND 1.0 0.20 02/27/2017:29 Cadmium ug/L ND 1.0 0.40 02/27/2017:29 Chromium ug/L ND 5.0 1.0 02/27/2017:29 Cobalt ug/L ND 5.0 1.1 02/27/2017:29 Copper ug/L ND 5.0 2.1 02/27/2017:29 Iron ug/L ND 50.0 19.5 02/27/2017:29 Lead ug/L ND 5.0 1.6 02/27/2017:29 Manganese ug/L ND 5.0 0.90 02/27/2017:29 Nickel ug/L ND 5.0 0.90 02/27/2017:29 Selenium ug/L ND 10.0 4.7 02/27/2017:29 Silver ug/L ND 5.0 2.5 02/27/2017:29 Vanadium ug/L ND 5.0 1.3 02/27/2017:29 Zinc ug/L ND 10.0 3.9 02/27/2017:29 LABORATORY CONTROL SAMPLE: Parameter 2817548 Units Spike Conc. LCS Result LCS % Rec % Rec Limits Antimony ug/L 500 486 97 80-120 Arsenic ug/L 500 457 91 80-120 Barium ug/L 500 476 95 80-120 Beryllium ug/L 500 474 95 80-120 Cadmium ug/L 500 477 95 80-120 Chromium ug/L 500 478 96 80-120 Cobalt ug/L 500 476 95 80-120 Copper ug/L 500 479 96 80-120 Iron ug/L 5000 4830 97 80-120 Lead ug/L 500 476 95 80-120 Manganese ug/L 500 469 94 80-120 Nickel ug/L 500 477 95 80-120 Selenium ug/L 500 482 96 80-120 Silver ug/L 250 238 95 80-120 Vanadium ug/L 500 473 95 80-120 Zinc ug/L 500 470 94 80-120 Qualifiers Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Pace Project No.: Oxford Units 1&2 Blanks&Joint-Revised Report 92465467 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2817549 2817550 MS MSD 92465467001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Antimony ug/L ND 500 500 523 535 105 107 75-125 2 20 Arsenic ug/L ND 500 500 510 510 102 102 75-125 0 20 Barium ug/L 11.0 500 500 513 519 100 102 75-125 1 20 Beryllium ug/L ND 500 500 515 522 103 104 75-125 1 20 Cadmium ug/L ND 500 500 506 513 101 103 75-125 1 20 Chromium ug/L 3.OJ 500 500 507 513 101 102 75-125 1 20 Cobalt ug/L 2.7J 500 500 494 497 98 99 75-125 1 20 Copper ug/L 5.5 500 500 514 519 102 103 75-125 1 20 Iron ug/L 3750 5000 5000 9160 9090 108 107 75-125 1 20 Lead ug/L ND 500 500 499 507 100 101 75-125 2 20 Manganese ug/L 85.8 500 500 585 590 100 101 75-125 1 20 Nickel ug/L 2.5J 500 500 494 499 98 99 75-125 1 20 Selenium ug/L ND 500 500 538 550 107 109 75-125 2 20 Silver ug/L ND 250 250 255 258 102 103 75-125 1 20 Vanadium ug/L 9.2 500 500 519 525 102 103 75-125 1 20 Zinc ug/L 9.6J 500 500 512 516 100 101 75-125 1 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 527317 Analysis Method: EPA 6020B QC Batch Method: EPA 3010A Analysis Description: 6020 MET Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001, 92465467002 METHOD BLANK: 2817563 Matrix: Water Associated Lab Samples: 92465467001, 92465467002 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Thallium ug/L ND 0.10 0.060 03/04/20 03:26 LABORATORY CONTROL SAMPLE: 2817564 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Thallium ug/L 10 9.8 98 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2817565 2817566 MS MSD 92465467002 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Thallium ug/L ND 10 10 9.8 9.8 98 98 75-125 0 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 526430 Analysis Method: EPA 8260D QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill Laboratory: Pace Analytical Services - Charlotte Associated Lab Samples: 92465467002, 92465467004 METHOD BLANK: 2813411 Associated Lab Samples: 92465467002, 92465467004 Parameter Units Matrix: Blank Result Water Reporting Limit MDL Analyzed 1,1,1,2-Tetrachloroethane ug/L ND 1.0 0.34 02/22/20 17:25 1,1,1-Trichloroethane ug/L ND 1.0 0.18 02/22/20 17:25 1,1,2,2-Tetrachloroethane ug/L ND 1.0 0.22 02/22/20 17:25 1,1,2-Trichloroethane ug/L ND 1.0 0.24 02/22/20 17:25 1,1-Dichloroethane ug/L ND 1.0 0.27 02/22/20 17:25 1,1-Dichloroethene ug/L ND 1.0 0.24 02/22/20 17:25 1,2,3-Trichloropropane ug/L ND 1.0 0.35 02/22/20 17:25 1,2-Dibromo-3-chloropropane ug/L ND 5.0 0.26 02/22/20 17:25 1,2-Dibromoethane (EDB) ug/L ND 1.0 0.26 02/22/20 17:25 1,2-Dichlorobenzene ug/L ND 1.0 0.29 02/22/20 17:25 1,2-Dichloroethane ug/L ND 1.0 0.34 02/22/20 17:25 1,2-Dichloropropane ug/L ND 1.0 0.19 02/22/20 17:25 1,4-Dichlorobenzene ug/L ND 1.0 0.26 02/22/20 17:25 1,4-Dioxane (p-Dioxane) ug/L ND 150 56.2 02/22/20 17:25 2-Butanone (MEK) ug/L ND 5.0 3.3 02/22/20 17:25 2-Hexanone ug/L ND 5.0 0.57 02/22/20 17:25 4-Methyl-2-pentanone (MIBK) ug/L ND 5.0 4.5 02/22/20 17:25 Acetone ug/L ND 25.0 6.2 02/22/20 17:25 Acrylonitrile ug/L ND 10.0 0.90 02/22/20 17:25 Benzene ug/L ND 1.0 0.15 02/22/20 17:25 Bromochloromethane ug/L ND 1.0 0.34 02/22/20 17:25 Bromodichloromethane ug/L ND 1.0 0.26 02/22/20 17:25 Bromoform ug/L ND 1.0 0.62 02/22/20 17:25 Bromomethane ug/L ND 2.0 0.62 02/22/20 17:25 Carbon disulfide ug/L ND 2.0 0.40 02/22/20 17:25 Carbon tetrachloride ug/L ND 1.0 0.22 02/22/20 17:25 Chlorobenzene ug/L ND 1.0 0.23 02/22/20 17:25 Chloroethane ug/L ND 1.0 0.49 02/22/20 17:25 Chloroform ug/L ND 5.0 2.3 02/22/20 17:25 Chloromethane ug/L ND 1.0 0.39 02/22/20 17:25 cis-1,2-Dichloroethene ug/L ND 1.0 0.29 02/22/20 17:25 cis-1,3-Dichloropropene ug/L ND 1.0 0.30 02/22/20 17:25 Dibromochloromethane ug/L ND 1.0 0.41 02/22/20 17:25 Dibromomethane ug/L ND 1.0 0.46 02/22/20 17:25 Ethylbenzene ug/L ND 1.0 0.26 02/22/20 17:25 lodomethane ug/L ND 20.0 12.5 02/22/20 17:25 Methylene Chloride ug/L ND 5.0 3.7 02/22/20 17:25 Styrene ug/L ND 1.0 0.27 02/22/20 17:25 Tetrachloroethene ug/L ND 1.0 0.16 02/22/20 17:25 Tetrahydrofuran ug/L ND 10.0 1.9 02/22/20 17:25 Qualifiers v2 v2 IH,v1 v1 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 METHOD BLANK: 2813411 Associated Lab Samples: 92465467002, 92465467004 Parameter Units Toluene ug/L trans-1,2-Dichloroethene ug/L trans- 1,3-Dichloropropene ug/L trans-1,4-Dichloro-2-butene ug/L Trichloroethene ug/L Trichlorofluoromethane ug/L Vinyl acetate ug/L Vinyl chloride ug/L Xylene (Total) ug/L 1,2-Dichloroethane-d4 (S) % 4-Bromofluorobenzene (S) % Toluene-d8 (S) % LABORATORY CONTROL SAMPLE: 2813412 Matrix: Water Blank Result Reporting Limit ND 1.0 ND 1.0 ND 1.0 ND 1.0 ND 1.0 ND 1.0 ND 2.0 ND 1.0 ND 1.0 102 70-130 101 70-130 99 70-130 MDL Analyzed 0.24 02/22/20 17:25 0.25 02/22/20 17:25 0.31 02/22/20 17:25 0.54 02/22/20 17:25 0.22 02/22/20 17:25 0.31 02/22/20 17:25 1.4 02/22/20 17:25 0.24 02/22/20 17:25 0.63 02/22/20 17:25 02/22/20 17:25 02/22/20 17:25 02/22/20 17:25 v1 Qualifiers Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers 1,1,1,2-Tetrachloroethane ug/L 50 49.3 99 70-130 1,1,1-Trichloroethane ug/L 50 50.6 101 70-130 1,1,2,2-Tetrachloroethane ug/L 50 41.3 83 70-130 1,1,2-Trichloroethane ug/L 50 51.3 103 70-130 1,1-Dichloroethane ug/L 50 50.9 102 70-130 1,1-Dichloroethene ug/L 50 51.4 103 70-130 1,2,3-Trichloropropane ug/L 50 42.7 85 70-130 1,2-Dibromo-3-chloropropane ug/L 50 39.7 79 70-130 v3 1,2-Dibromoethane (EDB) ug/L 50 45.7 91 70-130 1,2-Dichlorobenzene ug/L 50 47.8 96 70-130 1,2-Dichloroethane ug/L 50 51.6 103 70-130 1,2-Dichloropropane ug/L 50 53.6 107 70-130 1,4-Dichlorobenzene ug/L 50 47.5 95 70-130 1,4-Dioxane(p-Dioxane) ug/L 1000 1300 130 59-169 2-Butanone (MEK) ug/L 100 103 103 64-135 2-Hexanone ug/L 100 90.1 90 66-135 4-Methyl-2-pentanone (MIBK) ug/L 100 106 106 70-130 Acetone ug/L 100 109 109 61-157 Acrylonitrile ug/L 250 263 105 61-143 Benzene ug/L 50 50.0 100 70-130 Bromochloromethane ug/L 50 50.9 102 70-130 Bromodichloromethane ug/L 50 48.7 97 70-130 Bromoform ug/L 50 30.5 61 70-130 L2,v3 Bromomethane ug/L 50 61.9 124 38-130lH,v1 Carbon disulfide ug/L 50 44.6 89 68-130 Carbon tetrachloride ug/L 50 53.3 107 70-130 Chlorobenzene ug/L 50 47.7 95 70-130 Chloroethane ug/L 50 51.8 104 37-142 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 LABORATORY CONTROL SAMPLE: Parameter 2813412 Units Spike Conc. LCS Result LCS % Rec % Rec Limits Qualifiers Chloroform ug/L 50 49.0 98 70-130 Chloromethane ug/L 50 47.4 95 48-130 cis-1,2-Dichloroethene ug/L 50 53.6 107 70-130 cis-1,3-Dichloropropene ug/L 50 48.0 96 70-130 Dibromochloromethane ug/L 50 41.2 82 70-130 Dibromomethane ug/L 50 55.4 111 70-130 Ethylbenzene ug/L 50 45.8 92 70-130 lodomethane ug/L 100 126 126 40-130 v1 Methylene Chloride ug/L 50 55.6 111 67-132 Styrene ug/L 50 47.8 96 70-130 Tetrachloroethene ug/L 50 49.8 100 69-130 Tetrahydrofuran ug/L 500 494 99 62-130 Toluene ug/L 50 51.2 102 70-130 trans-1,2-Dichloroethene ug/L 50 51.5 103 70-130 trans- 1,3-Dichloropropene ug/L 50 46.7 93 70-130 trans-1,4-Dichloro-2-butene ug/L 50 60.8 122 35-189 v1 Trichloroethene ug/L 50 56.8 114 70-130 Trichlorofluoromethane ug/L 50 48.5 97 63-130 Vinyl acetate ug/L 100 115 115 55-143 Vinyl chloride ug/L 50 59.7 119 70-131 Xylene (Total) ug/L 150 143 95 70-130 1,2-Dichloroethane-d4 (S) % 94 70-130 4-Bromofluorobenzene (S) % 98 70-130 Toluene-d8 (S) % 100 70-130 MATRIX SPIKE SAMPLE: Parameter 2813414 Units 92465275002 Result Spike Conc. MS Result MS % Rec % Rec Limits Qualifiers 1,1,1,2-Tetrachloroethane ug/L ND 20 22.4 112 73-134 1,1,1-Trichloroethane ug/L ND 20 22.8 114 82-143 1,1,2,2-Tetrachloroethane ug/L ND 20 22.9 115 70-136 1,1,2-Trichloroethane ug/L ND 20 22.6 113 70-135 1,1-Dichloroethane ug/L ND 20 21.9 109 70-139 1,1-Dichloroethene ug/L ND 20 22.3 112 70-154 1,2,3-Trichloropropane ug/L ND 20 22.2 111 71-137 1,2-Dibromo-3-chloropropane ug/L ND 20 23.8 119 65-134 1,2-Dibromoethane (EDB) ug/L ND 20 22.6 113 70-137 1,2-Dichlorobenzene ug/L ND 20 22.9 114 70-133 1,2-Dichloroethane ug/L ND 20 22.0 110 70-137 1,2-Dichloropropane ug/L ND 20 22.3 111 70-140 1,4-Dichlorobenzene ug/L ND 20 22.6 113 70-133 2-Butanone (MEK) ug/L ND 40 48.9 122 60-139 2-Hexanone ug/L ND 40 46.5 116 65-138 4-Methyl-2-pentanone (MIBK) ug/L ND 40 45.5 114 65-135 Acetone ug/L ND 40 46.0 115 60-148 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 MATRIX SPIKE SAMPLE: Parameter 2813414 Units 92465275002 Result Spike Conc. MS Result MS % Rec % Rec Limits Qualifiers Acrylonitrile ug/L ND 100 116 116 64-147 Benzene ug/L ND 20 21.6 108 70-151 Bromochloromethane ug/L ND 20 23.6 118 70-141 Bromodichloromethane ug/L ND 20 21.2 106 70-138 Bromoform ug/L ND 20 20.8 104 63-130 Bromomethane ug/L ND 20 23.8 119 15-152 Carbon disulfide ug/L ND 20 22.8 114 69-149 Carbon tetrachloride ug/L ND 20 22.9 115 70-143 Chlorobenzene ug/L ND 20 22.1 111 70-138 Chloroethane ug/L ND 20 20.5 102 52-163 v3 Chloroform ug/L ND 20 23.0 115 70-139 Chloromethane ug/L ND 20 17.5 88 41-139 v3 cis-1,2-Dichloroethene ug/L ND 20 22.0 110 70-141 cis-1,3-Dichloropropene ug/L ND 20 21.6 108 70-137 Dibromochloromethane ug/L ND 20 21.9 109 70-134 Dibromomethane ug/L ND 20 22.7 114 70-138 Ethylbenzene ug/L ND 20 21.9 110 66-153 lodomethane ug/L ND 40 39.7 99 20-138 Methylene Chloride ug/L ND 20 21.7 108 42-159 Styrene ug/L ND 20 22.1 111 70-135 Tetrachloroethene ug/L ND 20 22.3 111 59-143 Tetrahydrofuran ug/L ND 200 231 116 70-133 Toluene ug/L ND 20 21.5 107 59-148 trans-1,2-Dichloroethene ug/L ND 20 22.5 113 70-146 trans- 1,3-Dichloropropene ug/L ND 20 21.5 107 70-135 trans-1,4-Dichloro-2-butene ug/L ND 20 23.0 115 47-1351K Trichloroethene ug/L ND 20 22.0 110 70-147 Trichlorofluoromethane ug/L ND 20 21.4 107 70-148 Vinyl acetate ug/L ND 40 47.0 117 49-151 Vinyl chloride ug/L ND 20 19.3 97 70-156 v3 Xylene (Total) ug/L ND 60 66.0 110 63-158 1,2-Dichloroethane-d4 (S) % 100 70-130 4-Bromofluorobenzene (S) % 98 70-130 Toluene-d8 (S) % 97 70-130 SAMPLE DUPLICATE: 2813413 92465275001 Dup Max Parameter Units Result Result RPD RPD Qualifiers 1,1,1,2-Tetrachloroethane ug/L ND ND 30 1,1,1-Trichloroethane ug/L ND ND 30 1,1,2,2-Tetrachloroethane ug/L ND ND 30 1,1,2-Trichloroethane ug/L ND ND 30 1,1-Dichloroethane ug/L ND ND 30 1,1-Dichloroethene ug/L ND ND 30 1,2,3-Trichloropropane ug/L ND ND 30 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 SAMPLE DUPLICATE: 2813413 Parameter Units 92465275001 Result Dup Result RPD Max RPD 1,2-Dibromo-3-chloropropane ug/L ND ND 30 1,2-Dibromoethane (EDB) ug/L ND ND 30 1,2-Dichlorobenzene ug/L ND ND 30 1,2-Dichloroethane ug/L ND ND 30 1,2-Dichloropropane ug/L ND ND 30 1,4-Dichlorobenzene ug/L ND ND 30 2-Butanone (MEK) ug/L ND ND 30 2-Hexanone ug/L ND ND 30 4-Methyl-2-pentanone (MIBK) ug/L ND ND 30 Acetone ug/L ND ND 30 Acrylonitrile ug/L ND ND 30 Benzene ug/L ND ND 30 Bromochloromethane ug/L ND ND 30 Bromodichloromethane ug/L ND ND 30 Bromoform ug/L ND ND 30 Bromomethane ug/L ND ND 30 Carbon disulfide ug/L ND ND 30 Carbon tetrachloride ug/L ND ND 30 Chlorobenzene ug/L ND ND 30 Chloroethane ug/L ND ND 30 v2 Chloroform ug/L ND ND 30 Chloromethane ug/L ND ND 30 v2 cis-1,2-Dichloroethene ug/L ND ND 30 cis-1,3-Dichloropropene ug/L ND ND 30 Dibromochloromethane ug/L ND ND 30 Dibromomethane ug/L ND ND 30 Ethylbenzene ug/L ND ND 30 lodomethane ug/L ND ND 30 Methylene Chloride ug/L ND ND 30 Styrene ug/L ND ND 30 Tetrachloroethene ug/L ND ND 30 Tetrahydrofuran ug/L ND ND 30 Toluene ug/L ND ND 30 trans-1,2-Dichloroethene ug/L ND ND 30 trans- 1,3-Dichloropropene ug/L ND ND 30 trans-1,4-Dichloro-2-butene ug/L ND ND 301K Trichloroethene ug/L ND ND 30 Trichlorofluoromethane ug/L ND ND 30 Vinyl acetate ug/L ND ND 30 Vinyl chloride ug/L ND ND 30 v2 Xylene (Total) ug/L ND ND 30 1,2-Dichloroethane-d4 (S) % 105 106 4-Bromofluorobenzene (S) % 100 98 Toluene-d8 (S) % 100 98 Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 526431 Analysis Method: EPA 8260D QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill Laboratory: Pace Analytical Services - Charlotte Associated Lab Samples: 92465467001, 92465467003 METHOD BLANK: 2813421 Associated Lab Samples: 92465467001, 92465467003 Parameter Units Matrix: Blank Result Water Reporting Limit MDL Analyzed 1,1,1,2-Tetrachloroethane ug/L ND 1.0 0.34 02/25/20 12:39 1,1,1-Trichloroethane ug/L ND 1.0 0.18 02/25/20 12:39 1,1,2,2-Tetrachloroethane ug/L ND 1.0 0.22 02/25/20 12:39 1,1,2-Trichloroethane ug/L ND 1.0 0.24 02/25/20 12:39 1,1-Dichloroethane ug/L ND 1.0 0.27 02/25/20 12:39 1,1-Dichloroethene ug/L ND 1.0 0.24 02/25/20 12:39 1,2,3-Trichloropropane ug/L ND 1.0 0.35 02/25/20 12:39 1,2-Dibromo-3-chloropropane ug/L ND 5.0 0.26 02/25/20 12:39 1,2-Dibromoethane (EDB) ug/L ND 1.0 0.26 02/25/20 12:39 1,2-Dichlorobenzene ug/L ND 1.0 0.29 02/25/20 12:39 1,2-Dichloroethane ug/L ND 1.0 0.34 02/25/20 12:39 1,2-Dichloropropane ug/L ND 1.0 0.19 02/25/20 12:39 1,4-Dichlorobenzene ug/L ND 1.0 0.26 02/25/20 12:39 1,4-Dioxane (p-Dioxane) ug/L ND 150 56.2 02/25/20 12:39 2-Butanone (MEK) ug/L ND 5.0 3.3 02/25/20 12:39 2-Hexanone ug/L ND 5.0 0.57 02/25/20 12:39 4-Methyl-2-pentanone (MIBK) ug/L ND 5.0 4.5 02/25/20 12:39 Acetone ug/L ND 25.0 6.2 02/25/20 12:39 Acrylonitrile ug/L ND 10.0 0.90 02/25/20 12:39 Benzene ug/L ND 1.0 0.15 02/25/20 12:39 Bromochloromethane ug/L ND 1.0 0.34 02/25/20 12:39 Bromodichloromethane ug/L ND 1.0 0.26 02/25/20 12:39 Bromoform ug/L ND 1.0 0.62 02/25/20 12:39 Bromomethane ug/L ND 2.0 0.62 02/25/20 12:39 Carbon disulfide ug/L ND 2.0 0.40 02/25/20 12:39 Carbon tetrachloride ug/L ND 1.0 0.22 02/25/20 12:39 Chlorobenzene ug/L ND 1.0 0.23 02/25/20 12:39 Chloroethane ug/L ND 1.0 0.49 02/25/20 12:39 Chloroform ug/L ND 5.0 2.3 02/25/20 12:39 Chloromethane ug/L ND 1.0 0.39 02/25/20 12:39 v2 cis-1,2-Dichloroethene ug/L ND 1.0 0.29 02/25/20 12:39 cis-1,3-Dichloropropene ug/L ND 1.0 0.30 02/25/20 12:39 Dibromochloromethane ug/L ND 1.0 0.41 02/25/20 12:39 Dibromomethane ug/L ND 1.0 0.46 02/25/20 12:39 Ethylbenzene ug/L ND 1.0 0.26 02/25/20 12:39 lodomethane ug/L ND 20.0 12.5 02/25/20 12:39 Methylene Chloride ug/L ND 5.0 3.7 02/25/20 12:39 Styrene ug/L ND 1.0 0.27 02/25/20 12:39 Tetrachloroethene ug/L ND 1.0 0.16 02/25/20 12:39 Tetrahydrofuran ug/L ND 10.0 1.9 02/25/20 12:39 Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 METHOD BLANK: 2813421 Associated Lab Samples: 92465467001, 92465467003 Parameter Units Matrix: Blank Result Water Reporting Limit MDL Toluene ug/L ND 1.0 trans-1,2-Dichloroethene ug/L ND 1.0 trans- 1,3-Dichloropropene ug/L ND 1.0 trans-1,4-Dichloro-2-butene ug/L ND 1.0 Trichloroethene ug/L ND 1.0 Trichlorofluoromethane ug/L ND 1.0 Vinyl acetate ug/L ND 2.0 Vinyl chloride ug/L ND 1.0 Xylene (Total) ug/L ND 1.0 1,2-Dichloroethane-d4 (S) % 100 70-130 4-Bromofluorobenzene (S) % 109 70-130 Toluene-d8(S) % 101 70-130 Analyzed 0.24 02/25/20 12:39 0.25 02/25/20 12:39 0.31 02/25/20 12:39 0.54 02/25/20 12:39 0.22 02/25/20 12:39 0.31 02/25/20 12:39 1.4 02/25/20 12:39 0.24 02/25/20 12:39 0.63 02/25/20 12:39 02/25/20 12:39 02/25/20 12:39 02/25/20 12:39 LABORATORY CONTROL SAMPLE: Parameter 2813422 Units Spike Conc. LCS Result LCS % Rec % Rec Limits 1,1,1,2-Tetrachloroethane ug/L 50 51.5 103 70-130 1,1,1-Trichloroethane ug/L 50 50.0 100 70-130 1,1,2,2-Tetrachloroethane ug/L 50 50.1 100 70-130 1,1,2-Trichloroethane ug/L 50 52.0 104 70-130 1,1-Dichloroethane ug/L 50 47.5 95 70-130 1,1-Dichloroethene ug/L 50 49.6 99 70-130 1,2,3-Trichloropropane ug/L 50 52.9 106 70-130 1,2-Dibromo-3-chloropropane ug/L 50 53.3 107 70-130 1,2-Dibromoethane (EDB) ug/L 50 53.3 107 70-130 1,2-Dichlorobenzene ug/L 50 50.2 100 70-130 1,2-Dichloroethane ug/L 50 46.3 93 70-130 1,2-Dichloropropane ug/L 50 50.4 101 70-130 1,4-Dichlorobenzene ug/L 50 49.0 98 70-130 1,4-Dioxane(p-Dioxane) ug/L 1000 1100 110 59-169 2-Butanone (MEK) ug/L 100 94.2 94 64-135 2-Hexanone ug/L 100 97.6 98 66-135 4-Methyl-2-pentanone (MIBK) ug/L 100 96.2 96 70-130 Acetone ug/L 100 93.6 94 61-157 Acrylonitrile ug/L 250 241 96 61-143 Benzene ug/L 50 49.4 99 70-130 Bromochloromethane ug/L 50 50.0 100 70-130 Bromodichloromethane ug/L 50 48.0 96 70-130 Bromoform ug/L 50 41.7 83 70-130 Bromomethane ug/L 50 49.6 99 38-130 Carbon disulfide ug/L 50 49.8 100 68-130 Carbon tetrachloride ug/L 50 49.5 99 70-130 Chlorobenzene ug/L 50 48.6 97 70-130 Chloroethane ug/L 50 43.0 86 37-142 Qualifiers v1 Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 26 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 LABORATORY CONTROL SAMPLE: Parameter 2813422 Units Spike LCS Conc. Result Chloroform ug/L 50 Chloromethane ug/L 50 cis-1,2-Dichloroethene ug/L 50 cis-1,3-Dichloropropene ug/L 50 Dibromochloromethane ug/L 50 Dibromomethane ug/L 50 Ethylbenzene ug/L 50 lodomethane ug/L 100 Methylene Chloride ug/L 50 Styrene ug/L 50 Tetrachloroethene ug/L 50 Tetrahydrofuran ug/L 500 Toluene ug/L 50 trans-1,2-Dichloroethene ug/L 50 trans- 1,3-Dichloropropene ug/L 50 trans-1,4-Dichloro-2-butene ug/L 50 Trichloroethene ug/L 50 Trichlorofluoromethane ug/L 50 Vinyl acetate ug/L 100 Vinyl chloride ug/L 50 Xylene (Total) ug/L 150 1,2-Dichloroethane-d4 (S) % 4-Bromofluorobenzene (S) % Toluene-d8 (S) % LCS % Rec % Rec Limits Qualifiers 48.6 97 70-130 38.5 77 48-130 v3 48.2 96 70-130 52.4 105 70-130 53.5 107 70-130 49.0 98 70-130 47.5 95 70-130 105 105 40-130 46.7 93 67-132 49.3 99 70-130 49.6 99 69-130 493 99 62-130 45.7 91 70-130 49.6 99 70-130 52.0 104 70-130 72.0 144 35-189 v1 51.4 103 70-130 41.8 84 63-130 116 116 55-143 42.9 86 70-131 142 95 70-130 92 70-130 98 70-130 98 70-130 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2813423 MS 92465803005 Spike Parameter Units Result Conc. MSD Spike Conc. 2813424 MS Result MSD Result MS % Rec MSD % Rec % Rec Limits RPD Max RPD Qual 1,1,1,2-Tetrachloroethane ug/L ND 20 20 20.6 21.0 103 105 73-134 2 30 1,1,1-Trichloroethane ug/L ND 20 20 22.8 22.7 114 113 82-143 0 30 1,1,2,2-Tetrachloroethane ug/L ND 20 20 20.1 20.2 100 101 70-136 1 30 1,1,2-Trichloroethane ug/L ND 20 20 21.2 21.4 106 107 70-135 1 30 1,1-Dichloroethane ug/L ND 20 20 21.8 22.0 109 110 70-139 0 30 1,1-Dichloroethene ug/L ND 20 20 23.3 23.5 117 118 70-154 1 30 1,2,3-Trichloropropane ug/L ND 20 20 21.2 21.1 106 105 71-137 1 30 1,2-Dibromo-3- ug/L ND 20 20 20.4 20.8 102 104 65-134 2 30 chloropropane 1,2-Dibromoethane (EDB) ug/L ND 20 20 21.3 21.2 107 106 70-137 1 30 1,2-Dichlorobenzene ug/L ND 20 20 21.9 21.4 109 107 70-133 2 30 1,2-Dichloroethane ug/L ND 20 20 20.4 20.6 102 103 70-137 1 30 1,2-Dichloropropane ug/L ND 20 20 21.5 21.6 108 108 70-140 1 30 1,4-Dichlorobenzene ug/L ND 20 20 22.4 21.9 112 110 70-133 2 30 2-Butanone (MEK) ug/L ND 40 40 36.4 37.7 91 94 60-139 3 30 2-Hexanone ug/L ND 40 40 36.3 37.5 91 94 65-138 3 30 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2813423 2813424 MS MSD 92465803005 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual 4-Methyl-2-pentanone ug/L ND 40 40 35.3 36.0 88 90 65-135 2 30 (MIBK) Acetone ug/L ND 40 40 37.5 38.2 94 95 60-148 2 30 Acrylonitrile ug/L ND 100 100 106 105 106 105 64-147 1 30 Benzene ug/L ND 20 20 21.7 21.8 108 109 70-151 1 30 Bromochloromethane ug/L ND 20 20 22.3 22.6 112 113 70-141 1 30 Bromodichloromethane ug/L ND 20 20 20.5 20.2 102 101 70-138 1 30 Bromoform ug/L ND 20 20 16.3 16.3 81 82 63-130 1 30 Bromomethane ug/L ND 20 20 25.6 26.7 128 134 15-152 4 30 Carbon disulfide ug/L ND 20 20 22.8 23.0 114 115 69-149 1 30 Carbon tetrachloride ug/L ND 20 20 22.9 23.2 115 116 70-143 1 30 Chlorobenzene ug/L ND 20 20 21.4 21.2 107 106 70-138 1 30 Chloroethane ug/L ND 20 20 21.8 21.9 109 110 52-163 1 30 Chloroform ug/L ND 20 20 22.0 22.8 110 114 70-139 4 30 Chloromethane ug/L ND 20 20 18.1 17.9 90 90 41-139 1 30 v3 cis-1,2-Dichloroethene ug/L ND 20 20 21.9 21.9 109 109 70-141 0 30 cis-1,3-Dichloropropene ug/L ND 20 20 20.4 20.4 102 102 70-137 0 30 Dibromochloromethane ug/L ND 20 20 20.8 20.3 104 102 70-134 2 30 Dibromomethane ug/L ND 20 20 21.3 21.2 107 106 70-138 1 30 Ethylbenzene ug/L ND 20 20 21.4 21.2 107 106 66-153 1 30 lodomethane ug/L ND 40 40 46.0 44.9 115 112 20-138 2 30 Methylene Chloride ug/L ND 20 20 21.6 21.3 108 107 42-159 1 30 Styrene ug/L ND 20 20 21.9 21.2 109 106 70-135 3 30 Tetrachloroethene ug/L ND 20 20 21.8 21.4 109 107 59-143 2 30 Tetrahydrofuran ug/L ND 200 200 190 196 95 98 70-133 3 30 Toluene ug/L ND 20 20 20.4 20.4 102 102 59-148 0 30 trans-1,2-Dichloroethene ug/L ND 20 20 23.0 22.5 115 112 70-146 2 30 trans-1,3-Dichloropropene ug/L ND 20 20 20.0 20.5 100 103 70-135 2 30 trans-1,4-Dichloro-2-butene ug/L ND 20 20 21.5 21.2 108 106 47-135 1 30 v1 Trichloroethene ug/L ND 20 20 22.5 22.4 112 112 70-147 0 30 Trichlorofluoromethane ug/L ND 20 20 21.2 21.1 106 105 70-148 1 30 Vinyl acetate ug/L ND 40 40 39.3 39.7 98 99 49-151 1 30 Vinyl chloride ug/L ND 20 20 20.1 20.5 101 102 70-156 2 30 Xylene (Total) ug/L ND 60 60 65.6 64.6 109 108 63-158 2 30 1,2-Dichloroethane-d4 (S) % 101 103 70-130 4-Bromofluorobenzene (S) % 101 101 70-130 Toluene-d8 (S) % 97 98 70-130 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 28 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 525779 Analysis Method: EPA 8260D Mod. QC Batch Method: EPA 8260D Mod. Analysis Description: 8260D MSV SIM Laboratory: Pace Analytical Services - Charlotte Associated Lab Samples: 92465467003, 92465467004 METHOD BLANK: 2810372 Matrix: Water Associated Lab Samples: 92465467003, 92465467004 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers 1,4-Dioxane (p-Dioxane) ug/L ND 2.0 1.2 02/18/20 20:18 1,2-Dichloroethane-d4 (S) % 97 50-150 02/18/20 20:18 Toluene-d8 (S) % 109 50-150 02/18/20 20:18 LABORATORY CONTROL SAMPLE: 2810373 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers 1,4-Dioxane (p-Dioxane) ug/L 20 18.6 93 70-130 1,2-Dichloroethane-d4 (S) % 79 50-150 Toluene-d8 (S) % 106 50-150 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2810374 2810375 MS MSD 92465209001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual 1,4-Dioxane (p-Dioxane) ug/L ND 20 20 18.7 18.2 94 91 50-150 3 30 1,2-Dichloroethane-d4 (S) % 82 98 50-150 30 Toluene-d8 (S) % 109 113 50-150 30 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 29 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 527389 Analysis Method: SM 2320B-2011 QC Batch Method: SM 2320B-2011 Analysis Description: 2320E Alkalinity Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001, 92465467002 METHOD BLANK: 2817762 Matrix: Water Associated Lab Samples: 92465467001, 92465467002 Blank Reporting Parameter Units Result Limit Alkalinity, Total as CaCO3 ug/L ND 5000 LABORATORY CONTROL SAMPLE: 2817763 Spike LCS Parameter Units Conc. Result Alkalinity, Total as CaCO3 ug/L 50000 50300 MDL Analyzed Qualifiers 5000 02/27/20 14:31 LCS % Rec % Rec Limits Qualifiers 101 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2817764 2817765 MS MSD 92465467001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Alkalinity, Total as CaCO3 ug/L 139000 50000 50000 190000 195000 103 112 80-120 2 25 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2817766 2817767 MS MSD 2629186016 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Alkalinity, Total as CaCO3 ug/L 52.8 mg/L 50000 50000 105000 108000 104 111 80-120 3 25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 30 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 525999 Analysis Method: SM 2540C-2011 QC Batch Method: SM 2540C-2011 Analysis Description: 2540C Total Dissolved Solids Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001, 92465467002 METHOD BLANK: 2811271 Matrix: Water Associated Lab Samples: 92465467001, 92465467002 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Total Dissolved Solids ug/L ND 25000 25000 02/19/20 17:42 LABORATORY CONTROL SAMPLE: 2811272 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Total Dissolved Solids ug/L 250000 264000 105 90-110 SAMPLE DUPLICATE: 2811273 92465214002 Dup Max Parameter Units Result Result RPD RPD Qualifiers Total Dissolved Solids ug/L 147 mg/L 149000 1 25 SAMPLE DUPLICATE: 2811274 92464515081 Dup Max Parameter Units Result Result RPD RPD Qualifiers Total Dissolved Solids ug/L 71.0 mg/L 66000 7 25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 31 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 526525 Analysis Method: EPA 300.0 Rev 2.1 1993 QC Batch Method: EPA 300.0 Rev 2.1 1993 Analysis Description: 300.0 IC Anions Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001 METHOD BLANK: 2813808 Matrix: Water Associated Lab Samples: 92465467001 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Sulfate ug/L ND 1000 500 02/22/20 21:58 LABORATORY CONTROL SAMPLE: 2813809 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Sulfate ug/L 50000 52200 104 90-110 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2813810 2813811 MS MSD 92465987002 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Sulfate ug/L ND 50000 50000 49700 50200 99 100 90-110 1 10 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2813812 2813813 MS MSD 92465871001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Sulfate ug/L 5.3 mg/L 50000 50000 55700 59400 101 108 90-110 6 10 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 32 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 526597 Analysis Method: EPA 300.0 Rev 2.1 1993 QC Batch Method: EPA 300.0 Rev 2.1 1993 Analysis Description: 300.0 IC Anions Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467002 METHOD BLANK: 2814050 Matrix: Water Associated Lab Samples: 92465467002 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Sulfate ug/L ND 1000 500 02/25/20 04:12 LABORATORY CONTROL SAMPLE: 2814051 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Sulfate ug/L 50000 48100 96 90-110 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2814052 2814053 MS MSD 92465467002 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Sulfate ug/L ND 50000 50000 49700 49400 99 99 90-110 1 10 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2814054 2814055 MS MSD 2629186019 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Sulfate ug/L 102 mg/L 50000 50000 146000 152000 88 101 90-110 4 10 M1 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 33 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 QC Batch: 526642 Analysis Method: SM 4500-CI-E-2011 QC Batch Method: SM 4500-CI-E-2011 Analysis Description: 4500 Chloride Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92465467001, 92465467002 METHOD BLANK: 2814199 Matrix: Water Associated Lab Samples: 92465467001, 92465467002 Blank Reporting Parameter Units Result Limit Chloride ug/L ND 1000 LABORATORY CONTROL SAMPLE: 2814200 Spike LCS Parameter Units Conc. Result Chloride ug/L 20000 20300 MDL Analyzed Qualifiers 500 02/24/2011:58 LCS % Rec % Rec Limits Qualifiers 102 90-110 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2814201 2814202 MS MSD 92465431013 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Chloride ug/L 82.1 mg/L 10000 10000 97600 87000 156 49 90-110 12 10 M1,R1 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2814203 2814204 MS MSD 92465873002 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Chloride ug/L 23.4 mg/L 10000 10000 33500 33500 101 101 90-110 0 10 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 34 of 39 Pace Analytical Services, LLC lac, Analyilcal ® 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 QUALIFIERS Project: Oxford Units 1&2 Blanks&Joint-Revised Report Pace Project No.: 92465467 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL -Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA Method 8260. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI -The NELAC Institute. ANALYTE QUALIFIERS IH This analyte exceeded secondary source verification criteria high for the initial calibration. The reported results should be considered an estimated value. IK The recalculated concentration of the calibration standard(s) did not meet method acceptance criteria; this result should be considered an estimated value. L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated samples may be biased low. M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. R1 RPD value was outside control limits. v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias. v2 The continuing calibration verification was below the method acceptance limit. The analyte was not detected in the associated samples and the sensitivity of the instrument was verified with a reporting limit check standard. v3 The continuing calibration verification was below the method acceptance limit. Any detection for the analyte in the associated samples may have low bias. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/14/2020 03:04 PM without the written consent of Pace Analytical Services, LLC. Page 35 of 39 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: Pace Project No.: Oxford Units 1&2 Blanks&Joint-Revised 92465467 Report Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92465467001 3901-MW7 EPA 3010A 527313 EPA 6010D 527333 92465467002 3901-Field Blank EPA 3010A 527313 EPA6010D 527333 92465467001 3901-MW7 EPA 3010A 527317 EPA 6020B 527339 92465467002 3901-Field Blank EPA 3010A 527317 EPA6020B 527339 92465467001 3901-MW7 EPA 7470A 526899 EPA 7470A 527097 92465467002 3901-Field Blank EPA 7470A 526899 EPA 7470A 527097 92465467001 3901-MW7 EPA 8260D 526431 92465467002 3901-Field Blank EPA 8260D 526430 92465467003 3901-NES2S EPA 8260D 526431 92465467004 3901-Trip Blank EPA 8260D 526430 92465467003 3901-NES2S EPA 8260D Mod. 525779 92465467004 3901-Trip Blank EPA 8260D Mod. 525779 92465467001 3901-MW7 SM 2320B-2011 527389 92465467002 3901-Field Blank SM 2320B-2011 527389 92465467001 3901-MW7 SM 2540C-2011 525999 92465467002 3901-Field Blank SM 2540C-2011 525999 92465467001 3901-MW7 EPA 300.0 Rev 2.1 1993 526525 92465467002 3901-Field Blank EPA 300.0 Rev 2.1 1993 526597 92465467001 3901-MW7 SM 4500-CI-E-2011 526642 92465467002 3901-Field Blank SM 4500-CI-E-2011 526642 Date: 05/14/2020 03:04 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 36 of 39 Document Name: Document Revised: February 7, 2018 m __ ciCeAnalyfic l Sample Condltlan Upon Receipt(SCUR) Page 1 of 2 Document No.: Issuing Authority: r' F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office a ora ory receiving me : Asheville ❑ Eden❑ Greenwood ❑ Huntersville Q Raleigh[] Mechanicsville❑ Sam•; Client Project #: WO# :92465467 Courier: ~ El Fed Ex ❑UPS []LISPS ❑Client ❑ Commercial ❑Pace ❑Other: I I I 92465467 Custody Seat Present? Des []No Seals intact? [-]Yes ❑No Gate/Initials Person Examining Contents,' A C 7- 76' Packing Materlal: ❑Bubble Wrap ,❑Bubble Bags ❑None ❑ Other Slologlcal Tissue Frozen? Thermometer: ❑Yes ❑No [-]N/A QIR Gun ID: 92TO58 Type of Ice: Hwet []Blue ❑None Cooler Tamp ('C): �? ? Correction Factor: Add/Subtract CC) 0.0°C i Temp should be above freezing to VC Cooler Temp Corrected ('C:)c - []Samples out of temp criteria. Samples on ice, cooling process hasbegun U50A Regulated Sall ([3'N/A, water sample) Did samples originate in a quarantine zone within the United States: CA, NY, or SC lcheck maps)? Old samples originate From a foreign source (internationally, i'Ivpc r-i6n Includine Hawaii and Puerto Rico)? ❑Yes ❑No Comments/Dlscrepancy: Chain of Custody Present? Yes ❑No ❑NIA 1. Samples Arrived within Hold Time? Byes [-]NO ❑N/A 2. Short Hold Time Analysls (<72 hr.)? ❑Yes QNo ❑NIA 3. Rush Turn Around Tlme Requested? []Yes Zo ❑N/A 4. Sufficient Volume? ,Ds [:]No ❑NIA 5. Correct Containers Used? -Pace Containers Used? Qr Yes [--]No❑NIA ❑No ❑N/A 6. Containers Intact? [res []No ❑N/A 7. Dissolved analysis: Samples Field Filtered? []Yes [:]No I]N/A 8. Sample Labe}s Match COC? Oyes �1 ❑No [-]N/A 9. Headspace in VOA Vials O5-6mm)? ❑Yes ffNo []N/A 10. Trip Blank Present? Trip Blank Custody Seals Present? ]Yes Yes []NO ❑No ❑N/A []MIA 11. COMMENTS/SAMPLE DISCREPANCY Lot ID of spllt containers: CLIENT NOTIFICATION/RESOLUTION Person contacted: Date/T-ime: Project Manager SCURF Review: Date: Project Manager SRF Revlew; Date: Field oata Required? []Yes ❑No Page 37 of 39 c7Cr°f nalytICaI Document Name: Sample Condition Upon Recelpt(SCUR) Document Revised: February 7, 2018 Page 1 of 2 Document No.: Issuing Authority: ! F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office *Check mark top half of box if pH anti/or dechlorination is Project It verified and within the acceptance range for preservation samples. Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/9015 (water) DOC, Lli "Bottom half of box is to list number of bottle PM: NMG Due Date: 03/02/20 CLIENT: 92—Joyce Eng a U Z �aY m mW n C U J E ry j a rA Z dal a, a. C U J E > a m d 2 d 5 a a C U a E O j a m Z V 2 N w C C 7 v 7 i m u ry V 7 D N 2 v E N v a 67 N V a rry O 2 = V E V7 2 4 m =O Z 1° ar ¢ Z N u J E N h a. m u M1 a O M Z u d E N U a m 13 5 `J C = —° W t ac E y�y 7 u�. ¢ Z v `� C 4D E Q °� r-1 �7 Q N v = a V A E Q ° vl x W d z 27 Z w as E a o N 7 W d N V z n O N A E Q m rrr��l ..r L7 4 N V 2 a v ,�, 2 Qr n S J E O M l7 d 7 z U 2 Z m E Q E a N {rQn G M L1 d Q z — 2 a 0 J E a 0 O Q z sn N Z ¢ 0 7 E G Ori l7 p Q z C a 0 J E C=i V 7 ¢ L t d i�i L ¢ b % E Obi 0 C ? y Ln o ul a�i 3e w n y v O 7 ¢ z z a 7 N Y 1M1 = Y 7 a 4 ? a a a v J E N F a 0 a m E z d QI ^ E V41 H a N ^ m T 7 0 N x U a a J o N m a- m 'O di a? u v c `y E ¢ of O a C a ? , c O fO = c Z, J E O 7 z z v o a) ar a C w a J E M 0 L-\XN 2 �V 3 j C Lv 4 �1 N\ 5 5 7 9 10\N! 11 12 PH Adjustment Log for Preserved Samples Sample ID Type of Preservative pH upon receipt Date preservation adjusted Time preservation Amount of Preservative Loth adjusted added Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this Form will be sent to the North Carolina DEHNR Certification Office (i.e. Out of hold, incorrect preservative, out of temp, incorrect containers. Page 38 of 39 CHAIN -OF -CUSTODY 1 Analytical Request Document The Chain -of -Custody is a LEGAL DOCUMENT. All elevant fields must be completed accurately. Section A Section B Section C Required Client 1i formation: Required Project Information: Invoice Information: olid Waste pa e, • t Of f Company: La 3ella. Associates Report To: Van Burbach Attention Jason Falls Address. 22 11 West Meadowview Rd Copy To, Mi ueI Vazquez Company Name: Granville County, Greensboro, 27407 Address: P.O. Box 906, Oxford 14C 27565 Regulatory e Email To vt rbach io ceen ineerin .com Purchase Order No. Phoney 3 6 323-0092 Fax Client Proleet ID: Oxford Units 1 &2 Blanks & Joint State I Location. Requested Due D lerrAT: 10 Da Default Container Order Number, 3566-4 North Carolina Requested Analysis Filtered YIN a 2 MATRIX CODE 0 COLLECTED z Preservatives >`- V7 Dnnking Weer DW n U Water WT 6 v C SAMPLE ID was+r wa�at Product S..Vsold WW p 5L ? m ¢ to (r1 -Fu rA o 2 0,1 or c7 START END a) p ne Character per box. W.P. Wp w w z , ito c -� O o to-Z. 0-9 !. -) o++nrr, oT AR 0o w m Q CL O x L V mple Ids must 6e unique T-- Ts x o U m m Q c� o c m R = Q Q s� Q L F < t a ¢ o p N i c� a m L Q U U U rt N c= r ,v_ L� ¢ rn DATE TIME DATE TIME rn tt = 2 2 z z O Z Z Z r m 1 13901-tW7 wT G I ZI f 5 ��-�� i ,Y� \ X X X X X X 3901-1 IES2S wr G II I X I X X 3901- ield Blank wr G -71 is X X X X X X nn 3901-'rip Blank Vvr C S X X I X D 9 10 11 12 ADDITIONAL COMMENTS RELINQUISHED BY I AFFILIATION DATE TIME ACCEPTED B I AFFILIATION DATE TIME SAMPLE CONDITIONS C&D Param ers = Iron, Manganese, Mercury,'. t�� [j U i (i; f✓IV Alkalinity, C oride, Sulfate, TDS, and SAMPLER NAME AND SIGNATURE m u PRINT Name of SAMPLER: v o m z c r S DATE Signed: SIGNATURt= of SAMPLER: - _ u m m o o E z ul 113 La BeUa DATE: 2/12-13/2020 GROUND WATER SAMPLING LOG Project Name: Granville County - Oxford Project No. /Task No.: 2192352.01/03 Well ID: MW-8 Sampler(s): D. Knagge, N. Soto -Rodriguez Well Location: Next to leachate storage tank in gravel lot Well Diameter: Initial Depth to Water (DTW): Depth to Bottom (DTB): Water Column Thickness (WCT): Calculation for One Well Volume (WV): For 2" Well: For 4" Well: WCT X 0.163 WCT X 0.653 For THREE Well Volumes: WV X 3 Actual Amount Purged/Bailed: nches 3.32 feet 28.0 feet 24.68 feet [DTB-DTW] 4.02 gallons _ gallons Purged with: Bailer Pump Other: Sampled with: Bailer Pump Other: 12.06 gallons 12.06 gallons Depth to Water before Sampling: 3.63 feet Gallons Time Temp (°c) pH Cond. (US/cm) Dis.02 mg/L ORP my Turb. (ntu) Initials 0 1513 13.9 7.26 226.6 1.28 211.4 14.36 NSSR 4.02 1520 14.6 6.74 232.8 2.23 222.5 48.76 NSSR 8.04 1525 14.7 6.78 235.8 2.85 222.2 20.28 NSSR 12.06 1532 14.8 6.83 237.0 3.10 238.2 19.00 NSSR Date of sample: 2/13/20 Before Sampling 1323 15.0 7.88 230.8 1.67 289.6 1.29 NSSR Comments (weather conditions, odor, color, silt, etc.): Weather was cloudy with temperatures in the 50's Signature: C Date: QA/QC Sign Off: Date: `9 -2 - 202-- „_ La BeUa DATE: 2/13/2020 GROUND WATER SAMPLING LOG Project Name: Granville County - Oxford Project No. /Task No.: 2192352.01/03 Well ID: MW-9 Sampler(s): D. Knagge, N. Soto -Rodriguez Well Location: Down hill in woods east of Unit 2 across access road Well Diameter: Initial Depth to Water (DTW): Depth to Bottom (DTB): Water Column Thickness (WCT) Calculation for One Well Volume (WV): For 2" Well For 4" Well: WCT X 0.163 WCT X 0.653 For THREE Well Volumes: WV X 3 Actual Amount Purged/Bailed: 2 inches 6.10 feet 43.0 feet 36.9 feet [DTB-DTW] 6.01 gallons _ gallons Purged with: Bailer Pump Other: Sampled with: Bailer Pump Other: 18.03 gallons 18.03 gallons Depth to Water before Sampling: - feet Gallons Time Temp (°C) pH Cond. (US/Cm) Dis.02 mg/L ORP my Turb. (ntu) Initials 0.00 1049 13.1 7.54 334.0 3.52 253.2 0.00 NSSR 6.01 1057 15.5 6.80 342.0 2.99 292.8 14.3 NSSR 12.02 1108 16.0 7.42 341.0 2.41 272.4 2.41 NSSR 18.03 1122 15.5 6.90 344.2 3.09 263.9 12.03 NSSR Date of sample: 2/13/20 Before Sampling - - - - - - - - Comments (weather conditions, odor, color, silt, etc.): Weather was rainy with temperatures in the 50's Sampled immediately after purge Signature: Date: QA/QC Sign Off: hD R6 Date: La BetLa DATE: 2/12-13/2020 GROUND WATER SAMPLING LOG Project Name: Granville County - Oxford Project No. /Task No.: 2192352.01/03 Well ID: MW-10 Sampler(s): D. Knagge, N. Soto -Rodriguez Well Location: Around sed pond north of Unit 2 Well Diameter: Initial Depth to Water (DTW): Depth to Bottom (DTB): Water Column Thickness (WCT) Calculation for One Well Volume (WV): For 2" Well: WCT X 0.163 For 4" Well: WCT X 0.653 For THREE Well Volumes: WV X 3 Actual Amount Purged/Bailed: 2 inches 7.82 feet 31.5 feet 23.68 feet [DTB-DTW] 3.85 gallons = gallons = 11.6 gallons Purged with: Bailer Pump Other: Sampled with: Bailer Pump Other: Depth to Water before Sampling: 11.6 gallons feet Gallons Time Temp (°C) pH Cond. (US/CM) Dis.02 mg/L ORP my Turb. (ntu) Initials 0.00 0952 14.0 5.66 218.4 2.05 328.2 0.00 NSSR 3.85 0956 15.0 6.28 217.5 2.17 299.9 6.19 NSSR 7.70 1002 15.2 6.47 197.0 1.92 290.3 26.18 NSSR 11.6 1040 15.4 6.98 174.7 2.00 237.0 39.43 NSSR Date of sample: 2/13/20 Before Sampling - - - - - - - NSSR Comments (weather conditions, odor, color, silt, etc.): Weather was cloudy with temperatures in the 50's Sampled immediate) after 1 Signature: =W 1�_ QA/QC Sign Off: c Date: 3-Z�2oz� La B�ll� DATE: 2/12-13/2020 GROUND WATER SAMPLING LOG Project Name: Granville County - Oxford Project No. /Task No.: 2192352.01/03 Well ID: MW-11 Sampler(s): D. Knagge, N. Soto -Rodriguez Well Location: Down hill next to stream across access road from Unit 2 Well Diameter: Initial Depth to Water (DTW): Depth to Bottom (DTB): Water Column Thickness (WCT): Calculation for One Well Volume (WV): For 2" Well: WCT X 0.163 For 4" Well: WCT X 0.653 For THREE Well Volumes: WV X 3 Actual Amount Purged/Bailed: nches 3.66 feet 22.9 feet 19.24 feet [DTB-DTW] = 3.13 gallons _ gallons Purged with: Bailer Pump Other: Sampled with: Bailer Pump Other: 9.4 gallons 9.4 gallons Depth to Water before Sampling: - feet Gallons Time Temp (°C) pH Cond. (us/cm) Dis.02 mg/L ORP my Turb. (ntu) Initials 0 1000 13.4 6.91 134.2 2.35 323.3 40.11 NSSR 3.13 1010 13.9 6.83 127.2 2.57 308.5 149.3 NSSR 6.26 1014 14.3 7.75 127.8 2.52 251.8 139.0 NSSR 9.39 1018 14.2 7.60 125.6 2.81 251.8 139.0 NSSR Date of sample: 2/13/20 Before Sampling 1420 13.4 6.88 123.8 2.29 324.2 137.1 NSSR Comments (weather conditions, odor, color, silt, etc.): Weather was cloudy with temperatures in the 50's Depth to water before sampling not taken Signature: 1- Date: QA/QC Sign Off: Date: _3- 2 -2()ZO P. LaBetta DATE: 2/12/2020 SURFACE WATER MONITORING LOG Project Name: Granville County- Oxford Project/Task No.: 2192352.01/03 Surface Point ID: SW-3 Sampler(s): D. Knagge, N. Soto Rodriguez Location: Upstream from MW-9 behind Unit 2 Field Parameters: Time of Sampling: pH: Temperature: Conductivity: Turbidity: Dissolved Oxygen Oxidation -Reduction Potential 1152 7.84 12.5 (° C) 39.0 (US/cm) 29.69 (ntu) 3.30 (mg/L) 295.0 (mv) Comments/Sample Description (weather conditions, odor, color, silt, etc.): Weather was cloudy with temperatures in the 50's Signature: QA/QC Sign Off: Date: �0�/ d—l) Date: 2 — zo= 5V-3 DATE: 2/12/2020 LaB etta pq,tre,shjp SURFACE WATER MONITORING LOG Project Name: Granville County- Oxford Project/Task No.: 2192352.01/03 Surface Point ID: SW-4 Sampler(s): D. Knagge, N. Soto Rodriguez Location: Near where stream interests the path behind MW-10 Field Parameters: Time of Sampling: pH: Temperature: Conductivity: Turbidity: Dissolved Oxygen Oxidation -Reduction Potential 945 6.80 12.0 (° C) 44.6 (US/cm) 39.98 (ntu) (mg/L) 291.5 (mv) Comments/Sample Description (weather conditions, odor, color, silt, etc.): Weather was cloudy with temperatures in the 50's Summary/Sketch of Sampling Location T-0 CZ%S Signatu QA/QC Sign Off: � o Date: 3 '2 - Wes' leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 March 04, 2020 Van Burbach Joyce Engineering -NC 2211 West Meadowview Rd Boone Bldg, Suite 101 Greensboro, NC 27407 RE: Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Dear Van Burbach: Enclosed are the analytical results for sample(s) received by the laboratory on February 14, 2020. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, ��i Flo _ _.1I , .�: Nicole Gasiorowski nicole.gasiorowski@pacelabs.com (704)875-9092 Project Manager Enclosures cc: Gretta Eller, LaBella Associates, D.P.C. Rochelle Mesubed, Joyce Engineering Miguel Vazquez, Joyce Engineering REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Pace Analytical Services Charlotte 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 Louisiana/NELAP Certification # LA170028 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 Pace Analytical Services Asheville 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification #: M-NC030 North Carolina Drinking Water Certification #: 37712 CERTIFICATIONS South Carolina Certification #: 99006001 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Virginia/VELAP Certification #: 460221 North Carolina Wastewater Certification #: 40 South Carolina Certification #: 99030001 Virginia/VELAP Certification #: 460222 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE SUMMARY Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Lab ID Sample ID Matrix Date Collected Date Received 92465209001 3901-MW8 Water 02/13/2013:23 02/14/2010:57 92465209002 3901-MW9 Water 02/13/2011:22 02/14/2010:57 92465209003 3901-MW10 Water 02/13/2010:09 02/14/2010:57 92465209004 3901-MW11 Water 02/13/2014:20 02/14/2010:57 92465209005 3901-SW3 Water 02/13/2011:55 02/14/2010:57 92465209006 3901-SW4 Water 02/13/20 09:45 02/14/20 10:57 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE ANALYTE COUNT Project: Pace Project No.: Oxford Compliance Unit 2 92465209 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92465209001 3901-MW8 EPA 601OD RDT 14 PASI-A EPA 6020E JOR 1 PASI-A EPA 8260D CL 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C 92465209002 3901-MW9 EPA 601OD RDT 14 PASI-A EPA 6020E JOR 1 PASI-A EPA 8260D CL 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C 92465209003 3901-MW10 EPA 601OD RDT 14 PASI-A EPA 6020E JOR 1 PASI-A EPA 8260D CL 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C 92465209004 3901-MW11 EPA 601OD RDT 14 PASI-A EPA 6020E JOR 1 PASI-A EPA 8260D CL 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C 92465209005 3901-SW3 EPA 601OD RDT 15 PASI-A EPA 6020E JOR 1 PASI-A EPA 8260D CL 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C 92465209006 3901-SW4 EPA 601OD RDT 15 PASI-A EPA 6020E JOR 1 PASI-A EPA 8260D CL 50 PASI-C EPA 8260D Mod. LMB 3 PASI-C REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SUMMARY OF DETECTION Project: Pace Project No.: Oxford Compliance Unit 2 92465209 Lab Sample ID Client Sample ID Method Parameters Result Units Report Limit Analyzed Qualifiers 92465209001 3901-MW8 EPA 6010D Barium 39.3 ug/L 5.0 02/24/20 22:53 EPA 6010D Copper 11.8 ug/L 5.0 02/24/20 22:53 EPA 6010D Lead 1.8J ug/L 5.0 02/24/20 22:53 92465209002 3901-MW9 EPA 6010D Barium 85.0 ug/L 5.0 02/24/20 22:56 EPA 6010D Chromium 1.6J ug/L 5.0 02/24/20 22:56 EPA 6010D Lead 1.91 ug/L 5.0 02/24/20 22:56 EPA 6010D Vanadium 3AJ ug/L 5.0 02/24/20 22:56 92465209003 3901-MW10 EPA 6010D Barium 47.2 ug/L 5.0 02/24/20 22:59 EPA 6010D Chromium 2.6J ug/L 5.0 02/24/20 22:59 EPA 6010D Copper 4.6J ug/L 5.0 02/24/20 22:59 EPA 6010D Nickel 1.3J ug/L 5.0 02/24/20 22:59 EPA 6010D Vanadium 5.5 ug/L 5.0 02/24/20 22:59 92465209004 3901-MW11 EPA 6010D Barium 45.0 ug/L 5.0 02/24/20 23:02 EPA 6010D Cadmium 0.45J ug/L 1.0 02/24/20 23:02 EPA 6010D Chromium 8.8 ug/L 5.0 02/24/20 23:02 EPA 6010D Cobalt 3.9J ug/L 5.0 02/24/20 23:02 EPA 6010D Copper 17.6 ug/L 5.0 02/24/20 23:02 EPA 6010D Lead 4.2J ug/L 5.0 02/24/20 23:02 EPA 6010D Nickel 16.0 ug/L 5.0 02/24/20 23:02 EPA 6010D Vanadium 13.3 ug/L 5.0 02/24/20 23:02 EPA 6010D Zinc 20.2 ug/L 10.0 02/24/20 23:02 92465209005 3901-SW3 EPA 6010D Barium 26.5 ug/L 5.0 02/24/20 23:05 EPA 6010D Chromium 2.6J ug/L 5.0 02/24/20 23:05 EPA 6010D Copper 2.8J ug/L 5.0 02/24/20 23:05 EPA 6010D Nickel 1.2J ug/L 5.0 02/24/20 23:05 EPA 6010D Hardness, Total(SM 2340B) 10800 ug/L 662 02/24/20 23:05 EPA 6010D Vanadium 3.8J ug/L 5.0 02/24/20 23:05 EPA 6010D Zinc 4.OJ ug/L 10.0 02/24/20 23:05 92465209006 3901-SW4 EPA 6010D Barium 29.3 ug/L 5.0 02/24/20 23:09 EPA 6010D Chromium 3.1 J ug/L 5.0 02/24/20 23:09 EPA 6010D Copper 2.9J ug/L 5.0 02/24/20 23:09 EPA 6010D Nickel 1.3J ug/L 5.0 02/24/20 23:09 EPA 6010D Hardness, Total(SM 2340B) 12300 ug/L 662 02/24/20 23:09 EPA 6010D Vanadium 6.1 ug/L 5.0 02/24/20 23:09 EPA 6010D Zinc 4.7J ug/L 10.0 02/24/20 23:09 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW8 Lab ID: 92465209001 Collected: 02/13/20 13:23 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 601 OD Preparation Method: EPA 3010A Antimony ND ug/L 5.0 3.0 1 02/22/20 01:19 02/24/20 22:53 7440-36-0 Arsenic ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 22:53 7440-38-2 Barium 39.3 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 22:53 7440-39-3 Beryllium ND ug/L 1.0 0.20 1 02/22/20 01:19 02/24/20 22:53 7440-41-7 Cadmium ND ug/L 1.0 0.40 1 02/22/20 01:19 02/24/20 22:53 7440-43-9 Chromium ND ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 22:53 7440-47-3 Cobalt ND ug/L 5.0 1.1 1 02/22/20 01:19 02/24/20 22:53 7440-48-4 Copper 11.8 ug/L 5.0 2.1 1 02/22/20 01:19 02/24/20 22:53 7440-50-8 Lead 1.81 ug/L 5.0 1.6 1 02/22/20 01:19 02/24/20 22:53 7439-92-1 Nickel ND ug/L 5.0 0.90 1 02/22/20 01:19 02/24/20 22:53 7440-02-0 Selenium ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 22:53 7782-49-2 Silver ND ug/L 5.0 2.5 1 02/22/20 01:19 02/24/20 22:53 7440-22-4 Vanadium ND ug/L 5.0 1.3 1 02/22/20 01:19 02/24/20 22:53 7440-62-2 Zinc ND ug/L 10.0 3.9 1 02/22/20 01:19 02/24/20 22:53 7440-66-6 6020 MET ICPMS Analytical Method: EPA 6020E Preparation Method: EPA 3010A Thallium ND ug/L 0.10 0.060 1 02/22/20 01:43 03/04/20 02:33 7440-28-0 8260D MSV Low Level Landfill Analytical Method: EPA 8260D Acetone ND ug/L 25.0 6.2 1 02/22/20 18:17 67-64-1 Acrylonitrile ND ug/L 10.0 0.90 1 02/22/20 18:17 107-13-1 Benzene ND ug/L 1.0 0.15 1 02/22/20 18:17 71-43-2 Bromochloromethane ND ug/L 1.0 0.34 1 02/22/20 18:17 74-97-5 Bromodichloromethane ND ug/L 1.0 0.26 1 02/22/20 18:17 75-27-4 Bromoform ND ug/L 1.0 0.62 1 02/22/20 18:17 75-25-2 L2,v2 Bromomethane ND ug/L 2.0 0.62 1 02/22/20 18:17 74-83-9 IH,v1 2-Butanone (MEK) ND ug/L 5.0 3.3 1 02/22/20 18:17 78-93-3 Carbon disulfide ND ug/L 2.0 0.40 1 02/22/20 18:17 75-15-0 Carbon tetrachloride ND ug/L 1.0 0.22 1 02/22/20 18:17 56-23-5 Chlorobenzene ND ug/L 1.0 0.23 1 02/22/20 18:17 108-90-7 Chloroethane ND ug/L 1.0 0.49 1 02/22/20 18:17 75-00-3 Chloroform ND ug/L 5.0 2.3 1 02/22/20 18:17 67-66-3 Chloromethane ND ug/L 1.0 0.39 1 02/22/20 18:17 74-87-3 1,2-Dibromo-3-chloropropane ND ug/L 5.0 0.26 1 02/22/20 18:17 96-12-8 v2 Dibromochloromethane ND ug/L 1.0 0.41 1 02/22/20 18:17 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 1.0 0.26 1 02/22/20 18:17 106-93-4 Dibromomethane ND ug/L 1.0 0.46 1 02/22/20 18:17 74-95-3 1,2-Dichlorobenzene ND ug/L 1.0 0.29 1 02/22/20 18:17 95-50-1 1,4-Dichlorobenzene ND ug/L 1.0 0.26 1 02/22/20 18:17 106-46-7 trans-1,4-Dichloro-2-butene ND ug/L 1.0 0.54 1 02/22/20 18:17 110-57-6 v1 1,1-Dichloroethane ND ug/L 1.0 0.27 1 02/22/20 18:17 75-34-3 1,2-Dichloroethane ND ug/L 1.0 0.34 1 02/22/20 18:17 107-06-2 1,1-Dichloroethene ND ug/L 1.0 0.24 1 02/22/20 18:17 75-35-4 cis-1,2-Dichloroethene ND ug/L 1.0 0.29 1 02/22/20 18:17 156-59-2 trans-1,2-Dichloroethene ND ug/L 1.0 0.25 1 02/22/20 18:17 156-60-5 1,2-Dichloropropane ND ug/L 1.0 0.19 1 02/22/20 18:17 78-87-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW8 Lab ID: 92465209001 Collected: 02/13/20 13:23 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 8260D MSV SIM 1,4-Dioxane (p-Dioxane) Surrogates 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) Date: 03/04/2020 01:07 PM Analytical Method: EPA 8260D ND ug/L 1.0 0.30 1 02/22/2018:17 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2018:17 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2018:17 100-41-4 ND ug/L 5.0 0.57 1 02/22/2018:17 591-78-6 ND ug/L 20.0 12.5 1 02/22/2018:17 74-88-4 v1 ND ug/L 5.0 3.7 1 02/22/2018:17 75-09-2 ND ug/L 5.0 4.5 1 02/22/2018:17 108-10-1 ND ug/L 1.0 0.27 1 02/22/2018:17 100-42-5 ND ug/L 1.0 0.34 1 02/22/2018:17 630-20-6 ND ug/L 1.0 0.22 1 02/22/2018:17 79-34-5 ND ug/L 1.0 0.16 1 02/22/2018:17 127-18-4 ND ug/L 1.0 0.24 1 02/22/2018:17 108-88-3 ND ug/L 1.0 0.18 1 02/22/2018:17 71-55-6 ND ug/L 1.0 0.24 1 02/22/2018:17 79-00-5 ND ug/L 1.0 0.22 1 02/22/2018:17 79-01-6 ND ug/L 1.0 0.31 1 02/22/2018:17 75-69-4 ND ug/L 1.0 0.35 1 02/22/2018:17 96-18-4 ND ug/L 2.0 1.4 1 02/22/2018:17 108-05-4 ND ug/L 1.0 0.24 1 02/22/2018:17 75-01-4 ND ug/L 1.0 0.63 1 02/22/2018:17 1330-20-7 99 % 70-130 1 02/22/2018:17 460-00-4 102 % 70-130 1 02/22/2018:17 17060-07-0 100 % 70-130 1 02/22/2018:17 2037-26-5 Analytical Method: EPA 8260D Mod. ND ug/L 2.0 1.2 1 02/18/20 21:38 123-91-1 94 % 50-150 1 02/18/20 21:38 17060-07-0 107 % 50-150 1 02/18/20 21:38 2037-26-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW9 Lab ID: 92465209002 Collected: 02/13/20 11:22 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Nickel Selenium Silver Vanadium Zinc 6020 MET ICPMS Thallium 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane Date: 03/04/2020 01:07 PM Analytical Method: EPA 601 OD Preparation Method: EPA 3010A ND ug/L 5.0 3.0 1 02/22/20 01:19 02/24/20 22:56 7440-36-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 22:56 7440-38-2 85.0 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 22:56 7440-39-3 ND ug/L 1.0 0.20 1 02/22/20 01:19 02/24/20 22:56 7440-41-7 ND ug/L 1.0 0.40 1 02/22/20 01:19 02/24/20 22:56 7440-43-9 1.6J ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 22:56 7440-47-3 ND ug/L 5.0 1.1 1 02/22/20 01:19 02/24/20 22:56 7440-48-4 ND ug/L 5.0 2.1 1 02/22/20 01:19 02/24/20 22:56 7440-50-8 1.91 ug/L 5.0 1.6 1 02/22/20 01:19 02/24/20 22:56 7439-92-1 ND ug/L 5.0 0.90 1 02/22/20 01:19 02/24/20 22:56 7440-02-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 22:56 7782-49-2 ND ug/L 5.0 2.5 1 02/22/20 01:19 02/24/20 22:56 7440-22-4 3.4J ug/L 5.0 1.3 1 02/22/20 01:19 02/24/20 22:56 7440-62-2 ND ug/L 10.0 3.9 1 02/22/20 01:19 02/24/20 22:56 7440-66-6 Analytical Method: EPA 6020E Preparation Method: EPA 3010A ND ug/L 0.10 0.060 1 02/22/20 01:43 03/04/20 02:38 7440-28-0 Analytical Method: EPA 8260D ND ug/L 25.0 6.2 1 02/22/2018:34 67-64-1 ND ug/L 10.0 0.90 1 02/22/2018:34 107-13-1 ND ug/L 1.0 0.15 1 02/22/2018:34 71-43-2 ND ug/L 1.0 0.34 1 02/22/2018:34 74-97-5 ND ug/L 1.0 0.26 1 02/22/2018:34 75-27-4 ND ug/L 1.0 0.62 1 02/22/2018:34 75-25-2 L2,v2 ND ug/L 2.0 0.62 1 02/22/2018:34 74-83-9 IH,v1 ND ug/L 5.0 3.3 1 02/22/2018:34 78-93-3 ND ug/L 2.0 0.40 1 02/22/2018:34 75-15-0 ND ug/L 1.0 0.22 1 02/22/2018:34 56-23-5 ND ug/L 1.0 0.23 1 02/22/2018:34 108-90-7 ND ug/L 1.0 0.49 1 02/22/2018:34 75-00-3 ND ug/L 5.0 2.3 1 02/22/2018:34 67-66-3 ND ug/L 1.0 0.39 1 02/22/2018:34 74-87-3 ND ug/L 5.0 0.26 1 02/22/2018:34 96-12-8 v2 ND ug/L 1.0 0.41 1 02/22/2018:34 124-48-1 ND ug/L 1.0 0.26 1 02/22/2018:34 106-93-4 ND ug/L 1.0 0.46 1 02/22/2018:34 74-95-3 ND ug/L 1.0 0.29 1 02/22/2018:34 95-50-1 ND ug/L 1.0 0.26 1 02/22/2018:34 106-46-7 ND ug/L 1.0 0.54 1 02/22/2018:34 110-57-6 v1 ND ug/L 1.0 0.27 1 02/22/2018:34 75-34-3 ND ug/L 1.0 0.34 1 02/22/2018:34 107-06-2 ND ug/L 1.0 0.24 1 02/22/2018:34 75-35-4 ND ug/L 1.0 0.29 1 02/22/2018:34 156-59-2 ND ug/L 1.0 0.25 1 02/22/2018:34 156-60-5 ND ug/L 1.0 0.19 1 02/22/2018:34 78-87-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 8 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW9 Lab ID: 92465209002 Collected: 02/13/20 11:22 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 8260D MSV SIM 1,4-Dioxane (p-Dioxane) Surrogates 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) Date: 03/04/2020 01:07 PM Analytical Method: EPA 8260D ND ug/L 1.0 0.30 1 02/22/2018:34 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2018:34 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2018:34 100-41-4 ND ug/L 5.0 0.57 1 02/22/2018:34 591-78-6 ND ug/L 20.0 12.5 1 02/22/2018:34 74-88-4 v1 ND ug/L 5.0 3.7 1 02/22/2018:34 75-09-2 ND ug/L 5.0 4.5 1 02/22/2018:34 108-10-1 ND ug/L 1.0 0.27 1 02/22/2018:34 100-42-5 ND ug/L 1.0 0.34 1 02/22/2018:34 630-20-6 ND ug/L 1.0 0.22 1 02/22/2018:34 79-34-5 ND ug/L 1.0 0.16 1 02/22/2018:34 127-18-4 ND ug/L 1.0 0.24 1 02/22/2018:34 108-88-3 ND ug/L 1.0 0.18 1 02/22/2018:34 71-55-6 ND ug/L 1.0 0.24 1 02/22/2018:34 79-00-5 ND ug/L 1.0 0.22 1 02/22/2018:34 79-01-6 ND ug/L 1.0 0.31 1 02/22/2018:34 75-69-4 ND ug/L 1.0 0.35 1 02/22/2018:34 96-18-4 ND ug/L 2.0 1.4 1 02/22/2018:34 108-05-4 ND ug/L 1.0 0.24 1 02/22/2018:34 75-01-4 ND ug/L 1.0 0.63 1 02/22/2018:34 1330-20-7 97 % 70-130 1 02/22/2018:34 460-00-4 102 % 70-130 1 02/22/2018:34 17060-07-0 100 % 70-130 1 02/22/2018:34 2037-26-5 Analytical Method: EPA 8260D Mod. ND ug/L 2.0 1.2 1 02/18/20 21:58 123-91-1 96 % 50-150 1 02/18/20 21:58 17060-07-0 109 % 50-150 1 02/18/20 21:58 2037-26-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 9 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW10 Lab ID: 92465209003 Collected: 02/13/20 10:09 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Nickel Selenium Silver Vanadium Zinc 6020 MET ICPMS Thallium 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane Date: 03/04/2020 01:07 PM Analytical Method: EPA 601 OD Preparation Method: EPA 3010A ND ug/L 5.0 3.0 1 02/22/20 01:19 02/24/20 22:59 7440-36-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 22:59 7440-38-2 47.2 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 22:59 7440-39-3 ND ug/L 1.0 0.20 1 02/22/20 01:19 02/24/20 22:59 7440-41-7 ND ug/L 1.0 0.40 1 02/22/20 01:19 02/24/20 22:59 7440-43-9 2.6J ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 22:59 7440-47-3 ND ug/L 5.0 1.1 1 02/22/20 01:19 02/24/20 22:59 7440-48-4 4.6J ug/L 5.0 2.1 1 02/22/20 01:19 02/24/20 22:59 7440-50-8 ND ug/L 5.0 1.6 1 02/22/20 01:19 02/24/20 22:59 7439-92-1 1.3J ug/L 5.0 0.90 1 02/22/20 01:19 02/24/20 22:59 7440-02-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 22:59 7782-49-2 ND ug/L 5.0 2.5 1 02/22/20 01:19 02/24/20 22:59 7440-22-4 5.5 ug/L 5.0 1.3 1 02/22/20 01:19 02/24/20 22:59 7440-62-2 ND ug/L 10.0 3.9 1 02/22/20 01:19 02/24/20 22:59 7440-66-6 Analytical Method: EPA 6020E Preparation Method: EPA 3010A ND ug/L 0.10 0.060 1 02/22/20 01:43 03/04/20 02:42 7440-28-0 Analytical Method: EPA 8260D ND ug/L 25.0 6.2 1 02/22/2018:51 67-64-1 ND ug/L 10.0 0.90 1 02/22/2018:51 107-13-1 ND ug/L 1.0 0.15 1 02/22/2018:51 71-43-2 ND ug/L 1.0 0.34 1 02/22/2018:51 74-97-5 ND ug/L 1.0 0.26 1 02/22/2018:51 75-27-4 ND ug/L 1.0 0.62 1 02/22/2018:51 75-25-2 ND ug/L 2.0 0.62 1 02/22/2018:51 74-83-9 ND ug/L 5.0 3.3 1 02/22/2018:51 78-93-3 ND ug/L 2.0 0.40 1 02/22/2018:51 75-15-0 ND ug/L 1.0 0.22 1 02/22/2018:51 56-23-5 ND ug/L 1.0 0.23 1 02/22/2018:51 108-90-7 ND ug/L 1.0 0.49 1 02/22/2018:51 75-00-3 ND ug/L 5.0 2.3 1 02/22/2018:51 67-66-3 ND ug/L 1.0 0.39 1 02/22/2018:51 74-87-3 ND ug/L 5.0 0.26 1 02/22/2018:51 96-12-8 ND ug/L 1.0 0.41 1 02/22/2018:51 124-48-1 ND ug/L 1.0 0.26 1 02/22/2018:51 106-93-4 ND ug/L 1.0 0.46 1 02/22/2018:51 74-95-3 ND ug/L 1.0 0.29 1 02/22/2018:51 95-50-1 ND ug/L 1.0 0.26 1 02/22/2018:51 106-46-7 ND ug/L 1.0 0.54 1 02/22/2018:51 110-57-6 ND ug/L 1.0 0.27 1 02/22/2018:51 75-34-3 ND ug/L 1.0 0.34 1 02/22/2018:51 107-06-2 ND ug/L 1.0 0.24 1 02/22/2018:51 75-35-4 ND ug/L 1.0 0.29 1 02/22/2018:51 156-59-2 ND ug/L 1.0 0.25 1 02/22/2018:51 156-60-5 ND ug/L 1.0 0.19 1 02/22/2018:51 78-87-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. L2,v2 IH,v1 v2 v1 Page 10 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW10 Lab ID: 92465209003 Collected: 02/13/20 10:09 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 8260D MSV SIM 1,4-Dioxane (p-Dioxane) Surrogates 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) Date: 03/04/2020 01:07 PM Analytical Method: EPA 8260D ND ug/L 1.0 0.30 1 02/22/2018:51 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2018:51 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2018:51 100-41-4 ND ug/L 5.0 0.57 1 02/22/2018:51 591-78-6 ND ug/L 20.0 12.5 1 02/22/2018:51 74-88-4 v1 ND ug/L 5.0 3.7 1 02/22/2018:51 75-09-2 ND ug/L 5.0 4.5 1 02/22/2018:51 108-10-1 ND ug/L 1.0 0.27 1 02/22/2018:51 100-42-5 ND ug/L 1.0 0.34 1 02/22/2018:51 630-20-6 ND ug/L 1.0 0.22 1 02/22/2018:51 79-34-5 ND ug/L 1.0 0.16 1 02/22/2018:51 127-18-4 ND ug/L 1.0 0.24 1 02/22/2018:51 108-88-3 ND ug/L 1.0 0.18 1 02/22/2018:51 71-55-6 ND ug/L 1.0 0.24 1 02/22/2018:51 79-00-5 ND ug/L 1.0 0.22 1 02/22/2018:51 79-01-6 ND ug/L 1.0 0.31 1 02/22/2018:51 75-69-4 ND ug/L 1.0 0.35 1 02/22/2018:51 96-18-4 ND ug/L 2.0 1.4 1 02/22/2018:51 108-05-4 ND ug/L 1.0 0.24 1 02/22/2018:51 75-01-4 ND ug/L 1.0 0.63 1 02/22/2018:51 1330-20-7 98 % 70-130 1 02/22/2018:51 460-00-4 103 % 70-130 1 02/22/2018:51 17060-07-0 100 % 70-130 1 02/22/2018:51 2037-26-5 Analytical Method: EPA 8260D Mod. ND ug/L 2.0 1.2 1 02/18/20 22:18 123-91-1 90 % 50-150 1 02/18/20 22:18 17060-07-0 107 % 50-150 1 02/18/20 22:18 2037-26-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 11 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW11 Lab ID: 92465209004 Collected: 02/13/20 14:20 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Nickel Selenium Silver Vanadium Zinc 6020 MET ICPMS Thallium 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane Date: 03/04/2020 01:07 PM Analytical Method: EPA 601 OD Preparation Method: EPA 3010A ND ug/L 5.0 3.0 1 02/22/20 01:19 02/24/20 23:02 7440-36-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 23:02 7440-38-2 45.0 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 23:02 7440-39-3 ND ug/L 1.0 0.20 1 02/22/20 01:19 02/24/20 23:02 7440-41-7 0.45J ug/L 1.0 0.40 1 02/22/20 01:19 02/24/20 23:02 7440-43-9 8.8 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 23:02 7440-47-3 3.9J ug/L 5.0 1.1 1 02/22/20 01:19 02/24/20 23:02 7440-48-4 17.6 ug/L 5.0 2.1 1 02/22/20 01:19 02/24/20 23:02 7440-50-8 4.2J ug/L 5.0 1.6 1 02/22/20 01:19 02/24/20 23:02 7439-92-1 16.0 ug/L 5.0 0.90 1 02/22/20 01:19 02/24/20 23:02 7440-02-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 23:02 7782-49-2 ND ug/L 5.0 2.5 1 02/22/20 01:19 02/24/20 23:02 7440-22-4 13.3 ug/L 5.0 1.3 1 02/22/20 01:19 02/24/20 23:02 7440-62-2 20.2 ug/L 10.0 3.9 1 02/22/20 01:19 02/24/20 23:02 7440-66-6 Analytical Method: EPA 6020E Preparation Method: EPA 3010A ND ug/L 0.10 0.060 1 02/22/20 01:43 03/04/20 02:47 7440-28-0 Analytical Method: EPA 8260D ND ug/L 25.0 6.2 1 02/22/2019:08 67-64-1 ND ug/L 10.0 0.90 1 02/22/2019:08 107-13-1 ND ug/L 1.0 0.15 1 02/22/2019:08 71-43-2 ND ug/L 1.0 0.34 1 02/22/2019:08 74-97-5 ND ug/L 1.0 0.26 1 02/22/2019:08 75-27-4 ND ug/L 1.0 0.62 1 02/22/2019:08 75-25-2 ND ug/L 2.0 0.62 1 02/22/2019:08 74-83-9 ND ug/L 5.0 3.3 1 02/22/2019:08 78-93-3 ND ug/L 2.0 0.40 1 02/22/2019:08 75-15-0 ND ug/L 1.0 0.22 1 02/22/2019:08 56-23-5 ND ug/L 1.0 0.23 1 02/22/2019:08 108-90-7 ND ug/L 1.0 0.49 1 02/22/2019:08 75-00-3 ND ug/L 5.0 2.3 1 02/22/2019:08 67-66-3 ND ug/L 1.0 0.39 1 02/22/2019:08 74-87-3 ND ug/L 5.0 0.26 1 02/22/2019:08 96-12-8 ND ug/L 1.0 0.41 1 02/22/2019:08 124-48-1 ND ug/L 1.0 0.26 1 02/22/2019:08 106-93-4 ND ug/L 1.0 0.46 1 02/22/2019:08 74-95-3 ND ug/L 1.0 0.29 1 02/22/2019:08 95-50-1 ND ug/L 1.0 0.26 1 02/22/2019:08 106-46-7 ND ug/L 1.0 0.54 1 02/22/2019:08 110-57-6 ND ug/L 1.0 0.27 1 02/22/2019:08 75-34-3 ND ug/L 1.0 0.34 1 02/22/2019:08 107-06-2 ND ug/L 1.0 0.24 1 02/22/2019:08 75-35-4 ND ug/L 1.0 0.29 1 02/22/2019:08 156-59-2 ND ug/L 1.0 0.25 1 02/22/2019:08 156-60-5 ND ug/L 1.0 0.19 1 02/22/2019:08 78-87-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. B L2,v2 IH,v1 v1 v1 Page 12 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-MW11 Lab ID: 92465209004 Collected: 02/13/20 14:20 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 8260D MSV SIM 1,4-Dioxane (p-Dioxane) Surrogates 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) Date: 03/04/2020 01:07 PM Analytical Method: EPA 8260D ND ug/L 1.0 0.30 1 02/22/2019:08 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2019:08 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2019:08 100-41-4 ND ug/L 5.0 0.57 1 02/22/2019:08 591-78-6 ND ug/L 20.0 12.5 1 02/22/2019:08 74-88-4 v1 ND ug/L 5.0 3.7 1 02/22/2019:08 75-09-2 ND ug/L 5.0 4.5 1 02/22/2019:08 108-10-1 ND ug/L 1.0 0.27 1 02/22/2019:08 100-42-5 ND ug/L 1.0 0.34 1 02/22/2019:08 630-20-6 ND ug/L 1.0 0.22 1 02/22/2019:08 79-34-5 ND ug/L 1.0 0.16 1 02/22/2019:08 127-18-4 ND ug/L 1.0 0.24 1 02/22/2019:08 108-88-3 ND ug/L 1.0 0.18 1 02/22/2019:08 71-55-6 ND ug/L 1.0 0.24 1 02/22/2019:08 79-00-5 ND ug/L 1.0 0.22 1 02/22/2019:08 79-01-6 ND ug/L 1.0 0.31 1 02/22/2019:08 75-69-4 ND ug/L 1.0 0.35 1 02/22/2019:08 96-18-4 ND ug/L 2.0 1.4 1 02/22/2019:08 108-05-4 ND ug/L 1.0 0.24 1 02/22/2019:08 75-01-4 ND ug/L 1.0 0.63 1 02/22/2019:08 1330-20-7 99 % 70-130 1 02/22/2019:08 460-00-4 103 % 70-130 1 02/22/2019:08 17060-07-0 100 % 70-130 1 02/22/2019:08 2037-26-5 Analytical Method: EPA 8260D Mod. ND ug/L 2.0 1.2 1 02/18/20 22:39 123-91-1 97 % 50-150 1 02/18/20 22:39 17060-07-0 109 % 50-150 1 02/18/20 22:39 2037-26-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 13 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-SW3 Lab ID: 92465209005 Collected: 02/13/20 11:55 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Nickel Selenium Silver Hardness, Total(SM 2340B) Vanadium Zinc 6020 MET ICPMS Thallium 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene Date: 03/04/2020 01:07 PM Analytical Method: EPA 601 OD Preparation Method: EPA 301 OA ND ug/L 5.0 3.0 1 02/22/20 01:19 02/24/20 23:05 7440-36-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 23:05 7440-38-2 26.5 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 23:05 7440-39-3 ND ug/L 1.0 0.20 1 02/22/20 01:19 02/24/20 23:05 7440-41-7 ND ug/L 1.0 0.40 1 02/22/20 01:19 02/24/20 23:05 7440-43-9 2.6J ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 23:05 7440-47-3 ND ug/L 5.0 1.1 1 02/22/20 01:19 02/24/20 23:05 7440-48-4 2.8J ug/L 5.0 2.1 1 02/22/20 01:19 02/24/20 23:05 7440-50-8 ND ug/L 5.0 1.6 1 02/22/20 01:19 02/24/20 23:05 7439-92-1 1.2J ug/L 5.0 0.90 1 02/22/20 01:19 02/24/20 23:05 7440-02-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 23:05 7782-49-2 ND ug/L 5.0 2.5 1 02/22/20 01:19 02/24/20 23:05 7440-22-4 10800 ug/L 662 131 1 02/22/20 01:19 02/24/20 23:05 3.8J ug/L 5.0 1.3 1 02/22/20 01:19 02/24/20 23:05 7440-62-2 4.OJ ug/L 10.0 3.9 1 02/22/20 01:19 02/24/20 23:05 7440-66-6 Analytical Method: EPA 6020E Preparation Method: EPA 3010A ND ug/L 0.10 0.060 1 02/22/20 01:43 03/04/20 02:51 7440-28-0 Analytical Method: EPA 8260D ND ug/L 25.0 6.2 1 02/22/2019:26 67-64-1 ND ug/L 10.0 0.90 1 02/22/2019:26 107-13-1 ND ug/L 1.0 0.15 1 02/22/2019:26 71-43-2 ND ug/L 1.0 0.34 1 02/22/2019:26 74-97-5 ND ug/L 1.0 0.26 1 02/22/2019:26 75-27-4 ND ug/L 1.0 0.62 1 02/22/2019:26 75-25-2 ND ug/L 2.0 0.62 1 02/22/2019:26 74-83-9 ND ug/L 5.0 3.3 1 02/22/2019:26 78-93-3 ND ug/L 2.0 0.40 1 02/22/2019:26 75-15-0 ND ug/L 1.0 0.22 1 02/22/2019:26 56-23-5 ND ug/L 1.0 0.23 1 02/22/2019:26 108-90-7 ND ug/L 1.0 0.49 1 02/22/2019:26 75-00-3 ND ug/L 5.0 2.3 1 02/22/2019:26 67-66-3 ND ug/L 1.0 0.39 1 02/22/2019:26 74-87-3 ND ug/L 5.0 0.26 1 02/22/2019:26 96-12-8 ND ug/L 1.0 0.41 1 02/22/2019:26 124-48-1 ND ug/L 1.0 0.26 1 02/22/2019:26 106-93-4 ND ug/L 1.0 0.46 1 02/22/2019:26 74-95-3 ND ug/L 1.0 0.29 1 02/22/2019:26 95-50-1 ND ug/L 1.0 0.26 1 02/22/2019:26 106-46-7 ND ug/L 1.0 0.54 1 02/22/2019:26 110-57-6 ND ug/L 1.0 0.27 1 02/22/2019:26 75-34-3 ND ug/L 1.0 0.34 1 02/22/2019:26 107-06-2 ND ug/L 1.0 0.24 1 02/22/2019:26 75-35-4 ND ug/L 1.0 0.29 1 02/22/2019:26 156-59-2 ND ug/L 1.0 0.25 1 02/22/2019:26 156-60-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. L2,v2 IH,v1 v2 v1 Page 14 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-SW3 Lab ID: 92465209005 Collected: 02/13/20 11:55 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill 1,2-Dichloropropane cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 8260D MSV SIM 1,4-Dioxane (p-Dioxane) Surrogates 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) Date: 03/04/2020 01:07 PM Analytical Method: EPA 8260D ND ug/L 1.0 0.19 1 02/22/2019:26 78-87-5 ND ug/L 1.0 0.30 1 02/22/20 19:26 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2019:26 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2019:26 100-41-4 ND ug/L 5.0 0.57 1 02/22/2019:26 591-78-6 ND ug/L 20.0 12.5 1 02/22/2019:26 74-88-4 v1 ND ug/L 5.0 3.7 1 02/22/2019:26 75-09-2 ND ug/L 5.0 4.5 1 02/22/2019:26 108-10-1 ND ug/L 1.0 0.27 1 02/22/2019:26 100-42-5 ND ug/L 1.0 0.34 1 02/22/2019:26 630-20-6 ND ug/L 1.0 0.22 1 02/22/2019:26 79-34-5 ND ug/L 1.0 0.16 1 02/22/2019:26 127-18-4 ND ug/L 1.0 0.24 1 02/22/2019:26 108-88-3 ND ug/L 1.0 0.18 1 02/22/2019:26 71-55-6 ND ug/L 1.0 0.24 1 02/22/2019:26 79-00-5 ND ug/L 1.0 0.22 1 02/22/2019:26 79-01-6 ND ug/L 1.0 0.31 1 02/22/2019:26 75-69-4 ND ug/L 1.0 0.35 1 02/22/2019:26 96-18-4 ND ug/L 2.0 1.4 1 02/22/2019:26 108-05-4 ND ug/L 1.0 0.24 1 02/22/2019:26 75-01-4 ND ug/L 1.0 0.63 1 02/22/2019:26 1330-20-7 100 % 70-130 1 02/22/2019:26 460-00-4 104 % 70-130 1 02/22/2019:26 17060-07-0 100 % 70-130 1 02/22/2019:26 2037-26-5 Analytical Method: EPA 8260D Mod. ND ug/L 2.0 1.2 1 02/18/20 22:59 123-91-1 98 % 50-150 1 02/18/20 22:59 17060-07-0 109 % 50-150 1 02/18/20 22:59 2037-26-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 15 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-SW4 Lab ID: 92465209006 Collected: 02/13/20 09:45 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Nickel Selenium Silver Hardness, Total(SM 2340B) Vanadium Zinc 6020 MET ICPMS Thallium 8260D MSV Low Level Landfill Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane 2-Butanone (MEK) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,4-Dichlorobenzene trans-1,4-Dichloro-2-butene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene Date: 03/04/2020 01:07 PM Analytical Method: EPA 601 OD Preparation Method: EPA 3010A ND ug/L 5.0 3.0 1 02/22/20 01:19 02/24/20 23:09 7440-36-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 23:09 7440-38-2 29.3 ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 23:09 7440-39-3 ND ug/L 1.0 0.20 1 02/22/20 01:19 02/24/20 23:09 7440-41-7 ND ug/L 1.0 0.40 1 02/22/20 01:19 02/24/20 23:09 7440-43-9 3.1J ug/L 5.0 1.0 1 02/22/20 01:19 02/24/20 23:09 7440-47-3 ND ug/L 5.0 1.1 1 02/22/20 01:19 02/24/20 23:09 7440-48-4 2.9J ug/L 5.0 2.1 1 02/22/20 01:19 02/24/20 23:09 7440-50-8 ND ug/L 5.0 1.6 1 02/22/20 01:19 02/24/20 23:09 7439-92-1 1.3J ug/L 5.0 0.90 1 02/22/20 01:19 02/24/20 23:09 7440-02-0 ND ug/L 10.0 4.7 1 02/22/20 01:19 02/24/20 23:09 7782-49-2 ND ug/L 5.0 2.5 1 02/22/20 01:19 02/24/20 23:09 7440-22-4 12300 ug/L 662 131 1 02/22/20 01:19 02/24/20 23:09 6.1 ug/L 5.0 1.3 1 02/22/20 01:19 02/24/20 23:09 7440-62-2 4.7J ug/L 10.0 3.9 1 02/22/20 01:19 02/24/20 23:09 7440-66-6 Analytical Method: EPA 6020E Preparation Method: EPA 3010A ND ug/L 0.10 0.060 1 02/22/20 01:43 03/04/20 03:04 7440-28-0 Analytical Method: EPA 8260D ND ug/L 25.0 6.2 1 02/22/2019:43 67-64-1 ND ug/L 10.0 0.90 1 02/22/2019:43 107-13-1 ND ug/L 1.0 0.15 1 02/22/2019:43 71-43-2 ND ug/L 1.0 0.34 1 02/22/2019:43 74-97-5 ND ug/L 1.0 0.26 1 02/22/2019:43 75-27-4 ND ug/L 1.0 0.62 1 02/22/2019:43 75-25-2 ND ug/L 2.0 0.62 1 02/22/2019:43 74-83-9 ND ug/L 5.0 3.3 1 02/22/2019:43 78-93-3 ND ug/L 2.0 0.40 1 02/22/2019:43 75-15-0 ND ug/L 1.0 0.22 1 02/22/2019:43 56-23-5 ND ug/L 1.0 0.23 1 02/22/2019:43 108-90-7 ND ug/L 1.0 0.49 1 02/22/2019:43 75-00-3 ND ug/L 5.0 2.3 1 02/22/2019:43 67-66-3 ND ug/L 1.0 0.39 1 02/22/2019:43 74-87-3 ND ug/L 5.0 0.26 1 02/22/2019:43 96-12-8 ND ug/L 1.0 0.41 1 02/22/2019:43 124-48-1 ND ug/L 1.0 0.26 1 02/22/2019:43 106-93-4 ND ug/L 1.0 0.46 1 02/22/2019:43 74-95-3 ND ug/L 1.0 0.29 1 02/22/2019:43 95-50-1 ND ug/L 1.0 0.26 1 02/22/2019:43 106-46-7 ND ug/L 1.0 0.54 1 02/22/2019:43 110-57-6 ND ug/L 1.0 0.27 1 02/22/2019:43 75-34-3 ND ug/L 1.0 0.34 1 02/22/2019:43 107-06-2 ND ug/L 1.0 0.24 1 02/22/2019:43 75-35-4 ND ug/L 1.0 0.29 1 02/22/2019:43 156-59-2 ND ug/L 1.0 0.25 1 02/22/2019:43 156-60-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. L2,v2 IH,v1 v1 v1 Page 16 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 Sample: 3901-SW4 Lab ID: 92465209006 Collected: 02/13/20 09:45 Received: 02/14/20 10:57 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 8260D MSV Low Level Landfill 1,2-Dichloropropane cis-1,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone lodomethane Methylene Chloride 4-Methyl-2-pentanone (MIBK) Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride Xylene (Total) Surrogates 4-Bromofluorobenzene (S) 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) 8260D MSV SIM 1,4-Dioxane (p-Dioxane) Surrogates 1,2-Dichloroethane-d4 (S) Toluene-d8 (S) Date: 03/04/2020 01:07 PM Analytical Method: EPA 8260D ND ug/L 1.0 0.19 1 02/22/2019:43 78-87-5 ND ug/L 1.0 0.30 1 02/22/2019:43 10061-01-5 ND ug/L 1.0 0.31 1 02/22/2019:43 10061-02-6 ND ug/L 1.0 0.26 1 02/22/2019:43 100-41-4 ND ug/L 5.0 0.57 1 02/22/2019:43 591-78-6 ND ug/L 20.0 12.5 1 02/22/2019:43 74-88-4 v1 ND ug/L 5.0 3.7 1 02/22/2019:43 75-09-2 ND ug/L 5.0 4.5 1 02/22/2019:43 108-10-1 ND ug/L 1.0 0.27 1 02/22/2019:43 100-42-5 ND ug/L 1.0 0.34 1 02/22/2019:43 630-20-6 ND ug/L 1.0 0.22 1 02/22/2019:43 79-34-5 ND ug/L 1.0 0.16 1 02/22/2019:43 127-18-4 ND ug/L 1.0 0.24 1 02/22/2019:43 108-88-3 ND ug/L 1.0 0.18 1 02/22/2019:43 71-55-6 ND ug/L 1.0 0.24 1 02/22/2019:43 79-00-5 ND ug/L 1.0 0.22 1 02/22/2019:43 79-01-6 ND ug/L 1.0 0.31 1 02/22/2019:43 75-69-4 ND ug/L 1.0 0.35 1 02/22/2019:43 96-18-4 ND ug/L 2.0 1.4 1 02/22/2019:43 108-05-4 ND ug/L 1.0 0.24 1 02/22/2019:43 75-01-4 ND ug/L 1.0 0.63 1 02/22/2019:43 1330-20-7 101 % 70-130 1 02/22/2019:43 460-00-4 104 % 70-130 1 02/22/2019:43 17060-07-0 100 % 70-130 1 02/22/2019:43 2037-26-5 Analytical Method: EPA 8260D Mod. ND ug/L 2.0 1.2 1 02/18/20 23:19 123-91-1 102 % 50-150 1 02/18/20 23:19 17060-07-0 112 % 50-150 1 02/18/20 23:19 2037-26-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 17 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 QC Batch: 526484 Analysis Method: EPA 6010D QC Batch Method: EPA 3010A Analysis Description: 6010 MET Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 METHOD BLANK: 2813724 Matrix: Water Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Antimony ug/L ND 5.0 3.0 02/24/20 21:53 Arsenic ug/L ND 10.0 4.7 02/24/20 21:53 Barium ug/L ND 5.0 1.0 02/24/20 21:53 Beryllium ug/L 0.27J 1.0 0.20 02/24/20 21:53 Cadmium ug/L ND 1.0 0.40 02/24/20 21:53 Chromium ug/L ND 5.0 1.0 02/24/20 21:53 Cobalt ug/L ND 5.0 1.1 02/24/20 21:53 Copper ug/L ND 5.0 2.1 02/24/20 21:53 Hardness, Total(SM 2340B) ug/L ND 662 131 02/24/20 21:53 Lead ug/L ND 5.0 1.6 02/24/20 21:53 Nickel ug/L ND 5.0 0.90 02/24/20 21:53 Selenium ug/L ND 10.0 4.7 02/24/20 21:53 Silver ug/L ND 5.0 2.5 02/24/20 21:53 Vanadium ug/L ND 5.0 1.3 02/24/20 21:53 Zinc ug/L ND 10.0 3.9 02/24/20 21:53 LABORATORY CONTROL SAMPLE: 2813725 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Antimony ug/L 500 499 100 80-120 Arsenic ug/L 500 480 96 80-120 Barium ug/L 500 479 96 80-120 Beryllium ug/L 500 480 96 80-120 Cadmium ug/L 500 483 97 80-120 Chromium ug/L 500 469 94 80-120 Cobalt ug/L 500 474 95 80-120 Copper ug/L 500 472 94 80-120 Hardness, Total(SM 2340B) ug/L 33100 31600 96 80-120 Lead ug/L 500 476 95 80-120 Nickel ug/L 500 480 96 80-120 Selenium ug/L 500 498 100 80-120 Silver ug/L 250 236 95 80-120 Vanadium ug/L 500 473 95 80-120 Zinc ug/L 500 477 95 80-120 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2813726 2813727 MS MSD 92464803001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Antimony ug/L ND 500 500 538 527 108 105 75-125 2 20 Arsenic ug/L ND 500 500 521 511 104 102 75-125 2 20 Barium ug/L 27.6 500 500 540 528 102 100 75-125 2 20 Beryllium ug/L 0.21J 500 500 516 507 103 101 75-125 2 20 Cadmium ug/L ND 500 500 529 519 106 104 75-125 2 20 Chromium ug/L 5.3 500 500 519 515 103 102 75-125 1 20 Cobalt ug/L ND 500 500 515 507 103 101 75-125 1 20 Copper ug/L 3.9J 500 500 512 503 102 100 75-125 2 20 Hardness, Total(SM 2340B) ug/L 18300 33100 33100 52400 52100 103 102 75-125 0 Lead ug/L ND 500 500 517 510 103 102 75-125 2 20 Nickel ug/L 3.1J 500 500 523 517 104 103 75-125 1 20 Selenium ug/L ND 500 500 561 548 112 110 75-125 2 20 Silver ug/L ND 250 250 258 255 103 102 75-125 1 20 Vanadium ug/L 4.5J 500 500 522 512 104 102 75-125 2 20 Zinc ug/L ND 500 500 531 524 105 104 75-125 1 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 QC Batch: 526485 Analysis Method: EPA 6020B QC Batch Method: EPA 3010A Analysis Description: 6020 MET Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 METHOD BLANK: 2813728 Matrix: Water Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Thallium ug/L ND 0.10 0.060 03/04/20 01:19 LABORATORY CONTROL SAMPLE: 2813729 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Thallium ug/L 10 10 100 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2813730 2813731 MS MSD 92464803002 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Thallium ug/L ND 10 10 10.3 10.3 103 103 75-125 0 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 QC Batch: 526430 Analysis Method: EPA 8260D QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 METHOD BLANK: 2813411 Matrix: Water Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 Blank Reporting Parameter Units Result Limit MDL Analyzed 1,1,1,2-Tetrachloroethane ug/L ND 1.0 0.34 02/22/20 17:25 1,1,1-Trichloroethane ug/L ND 1.0 0.18 02/22/20 17:25 1,1,2,2-Tetrachloroethane ug/L ND 1.0 0.22 02/22/20 17:25 1,1,2-Trichloroethane ug/L ND 1.0 0.24 02/22/20 17:25 1,1-Dichloroethane ug/L ND 1.0 0.27 02/22/20 17:25 1,1-Dichloroethene ug/L ND 1.0 0.24 02/22/20 17:25 1,2,3-Trichloropropane ug/L ND 1.0 0.35 02/22/20 17:25 1,2-Dibromo-3-chloropropane ug/L ND 5.0 0.26 02/22/20 17:25 1,2-Dibromoethane (EDB) ug/L ND 1.0 0.26 02/22/20 17:25 1,2-Dichlorobenzene ug/L ND 1.0 0.29 02/22/20 17:25 1,2-Dichloroethane ug/L ND 1.0 0.34 02/22/20 17:25 1,2-Dichloropropane ug/L ND 1.0 0.19 02/22/20 17:25 1,4-Dichlorobenzene ug/L ND 1.0 0.26 02/22/20 17:25 2-Butanone (MEK) ug/L ND 5.0 3.3 02/22/20 17:25 2-Hexanone ug/L ND 5.0 0.57 02/22/20 17:25 4-Methyl-2-pentanone (MIBK) ug/L ND 5.0 4.5 02/22/20 17:25 Acetone ug/L ND 25.0 6.2 02/22/20 17:25 Acrylonitrile ug/L ND 10.0 0.90 02/22/20 17:25 Benzene ug/L ND 1.0 0.15 02/22/20 17:25 Bromochloromethane ug/L ND 1.0 0.34 02/22/20 17:25 Bromodichloromethane ug/L ND 1.0 0.26 02/22/20 17:25 Bromoform ug/L ND 1.0 0.62 02/22/20 17:25 Bromomethane ug/L ND 2.0 0.62 02/22/20 17:25 Carbon disulfide ug/L ND 2.0 0.40 02/22/20 17:25 Carbon tetrachloride ug/L ND 1.0 0.22 02/22/20 17:25 Chlorobenzene ug/L ND 1.0 0.23 02/22/20 17:25 Chloroethane ug/L ND 1.0 0.49 02/22/20 17:25 Chloroform ug/L ND 5.0 2.3 02/22/20 17:25 Chloromethane ug/L ND 1.0 0.39 02/22/20 17:25 cis-1,2-Dichloroethene ug/L ND 1.0 0.29 02/22/20 17:25 cis-1,3-Dichloropropene ug/L ND 1.0 0.30 02/22/20 17:25 Dibromochloromethane ug/L ND 1.0 0.41 02/22/20 17:25 Dibromomethane ug/L ND 1.0 0.46 02/22/20 17:25 Ethylbenzene ug/L ND 1.0 0.26 02/22/20 17:25 lodomethane ug/L ND 20.0 12.5 02/22/20 17:25 Methylene Chloride ug/L ND 5.0 3.7 02/22/20 17:25 Styrene ug/L ND 1.0 0.27 02/22/20 17:25 Tetrachloroethene ug/L ND 1.0 0.16 02/22/20 17:25 Toluene ug/L ND 1.0 0.24 02/22/20 17:25 trans-1,2-Dichloroethene ug/L ND 1.0 0.25 02/22/20 17:25 trans- 1,3-Dichloropropene ug/L ND 1.0 0.31 02/22/20 17:25 Qualifiers v2 v2 IH,v1 v1 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 METHOD BLANK: 2813411 Matrix: Water Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 Blank Reporting Parameter Units Result Limit MDL Analyzed trans-1,4-Dichloro-2-butene ug/L ND 1.0 0.54 02/22/20 17:25 Trichloroethene ug/L ND 1.0 0.22 02/22/20 17:25 Trichlorofluoromethane ug/L ND 1.0 0.31 02/22/20 17:25 Vinyl acetate ug/L ND 2.0 1.4 02/22/20 17:25 Vinyl chloride ug/L ND 1.0 0.24 02/22/20 17:25 Xylene (Total) ug/L ND 1.0 0.63 02/22/20 17:25 1,2-Dichloroethane-d4 (S) % 102 70-130 02/22/20 17:25 4-Bromofluorobenzene (S) % 101 70-130 02/22/20 17:25 Toluene-d8 (S) % 99 70-130 02/22/20 17:25 LABORATORY CONTROL SAMPLE: 2813412 Parameter Qualifiers v1 Spike LCS LCS % Rec Units Conc. Result % Rec Limits Qualifiers 1,1,1,2-Tetrachloroethane ug/L 50 49.3 99 70-130 1,1,1-Trichloroethane ug/L 50 50.6 101 70-130 1,1,2,2-Tetrachloroethane ug/L 50 41.3 83 70-130 1,1,2-Trichloroethane ug/L 50 51.3 103 70-130 1,1-Dichloroethane ug/L 50 50.9 102 70-130 1,1-Dichloroethene ug/L 50 51.4 103 70-130 1,2,3-Trichloropropane ug/L 50 42.7 85 70-130 1,2-Dibromo-3-chloropropane ug/L 50 39.7 79 70-130 v3 1,2-Dibromoethane (EDB) ug/L 50 45.7 91 70-130 1,2-Dichlorobenzene ug/L 50 47.8 96 70-130 1,2-Dichloroethane ug/L 50 51.6 103 70-130 1,2-Dichloropropane ug/L 50 53.6 107 70-130 1,4-Dichlorobenzene ug/L 50 47.5 95 70-130 2-Butanone (MEK) ug/L 100 103 103 64-135 2-Hexanone ug/L 100 90.1 90 66-135 4-Methyl-2-pentanone (MIBK) ug/L 100 106 106 70-130 Acetone ug/L 100 109 109 61-157 Acrylonitrile ug/L 250 263 105 61-143 Benzene ug/L 50 50.0 100 70-130 Bromochloromethane ug/L 50 50.9 102 70-130 Bromodichloromethane ug/L 50 48.7 97 70-130 Bromoform ug/L 50 30.5 61 70-130 L2,v3 Bromomethane ug/L 50 61.9 124 38-130lH,v1 Carbon disulfide ug/L 50 44.6 89 68-130 Carbon tetrachloride ug/L 50 53.3 107 70-130 Chlorobenzene ug/L 50 47.7 95 70-130 Chloroethane ug/L 50 51.8 104 37-142 Chloroform ug/L 50 49.0 98 70-130 Chloromethane ug/L 50 47.4 95 48-130 cis-1,2-Dichloroethene ug/L 50 53.6 107 70-130 cis-1,3-Dichloropropene ug/L 50 48.0 96 70-130 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 LABORATORY CONTROL SAMPLE: 2813412 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Dibromochloromethane ug/L 50 41.2 82 70-130 Dibromomethane ug/L 50 55.4 111 70-130 Ethylbenzene ug/L 50 45.8 92 70-130 lodomethane ug/L 100 126 126 40-130 v1 Methylene Chloride ug/L 50 55.6 111 67-132 Styrene ug/L 50 47.8 96 70-130 Tetrachloroethene ug/L 50 49.8 100 69-130 Toluene ug/L 50 51.2 102 70-130 trans-1,2-Dichloroethene ug/L 50 51.5 103 70-130 trans- 1,3-Dichloropropene ug/L 50 46.7 93 70-130 trans-1,4-Dichloro-2-butene ug/L 50 60.8 122 35-189 v1 Trichloroethene ug/L 50 56.8 114 70-130 Trichlorofluoromethane ug/L 50 48.5 97 63-130 Vinyl acetate ug/L 100 115 115 55-143 Vinyl chloride ug/L 50 59.7 119 70-131 Xylene (Total) ug/L 150 143 95 70-130 1,2-Dichloroethane-d4 (S) % 94 70-130 4-Bromofluorobenzene (S) % 98 70-130 Toluene-d8 (S) % 100 70-130 MATRIX SPIKE SAMPLE: 2813414 92465275002 Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers 1,1,1,2-Tetrachloroethane ug/L ND 20 22.4 112 73-134 1,1,1-Trichloroethane ug/L ND 20 22.8 114 82-143 1,1,2,2-Tetrachloroethane ug/L ND 20 22.9 115 70-136 1,1,2-Trichloroethane ug/L ND 20 22.6 113 70-135 1,1-Dichloroethane ug/L ND 20 21.9 109 70-139 1,1-Dichloroethene ug/L ND 20 22.3 112 70-154 1,2,3-Trichloropropane ug/L ND 20 22.2 111 71-137 1,2-Dibromo-3-chloropropane ug/L ND 20 23.8 119 65-134 1,2-Dibromoethane (EDB) ug/L ND 20 22.6 113 70-137 1,2-Dichlorobenzene ug/L ND 20 22.9 114 70-133 1,2-Dichloroethane ug/L ND 20 22.0 110 70-137 1,2-Dichloropropane ug/L ND 20 22.3 111 70-140 1,4-Dichlorobenzene ug/L ND 20 22.6 113 70-133 2-Butanone (MEK) ug/L ND 40 48.9 122 60-139 2-Hexanone ug/L ND 40 46.5 116 65-138 4-Methyl-2-pentanone (MIBK) ug/L ND 40 45.5 114 65-135 Acetone ug/L ND 40 46.0 115 60-148 Acrylonitrile ug/L ND 100 116 116 64-147 Benzene ug/L ND 20 21.6 108 70-151 Bromochloromethane ug/L ND 20 23.6 118 70-141 Bromodichloromethane ug/L ND 20 21.2 106 70-138 Bromoform ug/L ND 20 20.8 104 63-130 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 MATRIX SPIKE SAMPLE: Parameter 2813414 Units 92465275002 Result Spike Conc. MS Result MS % Rec % Rec Limits Qualifiers Bromomethane ug/L ND 20 23.8 119 15-152 Carbon disulfide ug/L ND 20 22.8 114 69-149 Carbon tetrachloride ug/L ND 20 22.9 115 70-143 Chlorobenzene ug/L ND 20 22.1 111 70-138 Chloroethane ug/L ND 20 20.5 102 52-163 v3 Chloroform ug/L ND 20 23.0 115 70-139 Chloromethane ug/L ND 20 17.5 88 41-139 v3 cis-1,2-Dichloroethene ug/L ND 20 22.0 110 70-141 cis-1,3-Dichloropropene ug/L ND 20 21.6 108 70-137 Dibromochloromethane ug/L ND 20 21.9 109 70-134 Dibromomethane ug/L ND 20 22.7 114 70-138 Ethylbenzene ug/L ND 20 21.9 110 66-153 lodomethane ug/L ND 40 39.7 99 20-138 Methylene Chloride ug/L ND 20 21.7 108 42-159 Styrene ug/L ND 20 22.1 111 70-135 Tetrachloroethene ug/L ND 20 22.3 111 59-143 Toluene ug/L ND 20 21.5 107 59-148 trans-1,2-Dichloroethene ug/L ND 20 22.5 113 70-146 trans- 1,3-Dichloropropene ug/L ND 20 21.5 107 70-135 trans-1,4-Dichloro-2-butene ug/L ND 20 23.0 115 47-1351K Trichloroethene ug/L ND 20 22.0 110 70-147 Trichlorofluoromethane ug/L ND 20 21.4 107 70-148 Vinyl acetate ug/L ND 40 47.0 117 49-151 Vinyl chloride ug/L ND 20 19.3 97 70-156 v3 Xylene (Total) ug/L ND 60 66.0 110 63-158 1,2-Dichloroethane-d4 (S) % 100 70-130 4-Bromofluorobenzene (S) % 98 70-130 Toluene-d8 (S) % 97 70-130 SAMPLE DUPLICATE: 2813413 Parameter Units 92465275001 Result Dup Result RPD Max RPD 1,1,1,2-Tetrachloroethane ug/L ND ND 30 1,1,1-Trichloroethane ug/L ND ND 30 1,1,2,2-Tetrachloroethane ug/L ND ND 30 1,1,2-Trichloroethane ug/L ND ND 30 1,1-Dichloroethane ug/L ND ND 30 1,1-Dichloroethene ug/L ND ND 30 1,2,3-Trichloropropane ug/L ND ND 30 1,2-Dibromo-3-chloropropane ug/L ND ND 30 1,2-Dibromoethane (EDB) ug/L ND ND 30 1,2-Dichlorobenzene ug/L ND ND 30 1,2-Dichloroethane ug/L ND ND 30 1,2-Dichloropropane ug/L ND ND 30 1,4-Dichlorobenzene ug/L ND ND 30 Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 SAMPLE DUPLICATE: 2813413 Parameter Units 92465275001 Result Dup Result RPD Max RPD 2-Butanone (MEK) ug/L ND ND 30 2-Hexanone ug/L ND ND 30 4-Methyl-2-pentanone (MIBK) ug/L ND ND 30 Acetone ug/L ND ND 30 Acrylonitrile ug/L ND ND 30 Benzene ug/L ND ND 30 Bromochloromethane ug/L ND ND 30 Bromodichloromethane ug/L ND ND 30 Bromoform ug/L ND ND 30 Bromomethane ug/L ND ND 30 Carbon disulfide ug/L ND ND 30 Carbon tetrachloride ug/L ND ND 30 Chlorobenzene ug/L ND ND 30 Chloroethane ug/L ND ND 30 v2 Chloroform ug/L ND ND 30 Chloromethane ug/L ND ND 30 v2 cis-1,2-Dichloroethene ug/L ND ND 30 cis-1,3-Dichloropropene ug/L ND ND 30 Dibromochloromethane ug/L ND ND 30 Dibromomethane ug/L ND ND 30 Ethylbenzene ug/L ND ND 30 lodomethane ug/L ND ND 30 Methylene Chloride ug/L ND ND 30 Styrene ug/L ND ND 30 Tetrachloroethene ug/L ND ND 30 Toluene ug/L ND ND 30 trans-1,2-Dichloroethene ug/L ND ND 30 trans- 1,3-Dichloropropene ug/L ND ND 30 trans-1,4-Dichloro-2-butene ug/L ND ND 301K Trichloroethene ug/L ND ND 30 Trichlorofluoromethane ug/L ND ND 30 Vinyl acetate ug/L ND ND 30 Vinyl chloride ug/L ND ND 30 v2 Xylene (Total) ug/L ND ND 30 1,2-Dichloroethane-d4 (S) % 105 106 4-Bromofluorobenzene (S) % 100 98 Toluene-d8 (S) % 100 98 Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 QC Batch: 525779 Analysis Method: EPA 8260D Mod. QC Batch Method: EPA 8260D Mod. Analysis Description: 8260D MSV SIM Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 METHOD BLANK: 2810372 Matrix: Water Associated Lab Samples: 92465209001, 92465209002, 92465209003, 92465209004, 92465209005, 92465209006 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers 1,4-Dioxane (p-Dioxane) ug/L ND 2.0 1.2 02/18/20 20:18 1,2-Dichloroethane-d4 (S) % 97 50-150 02/18/20 20:18 Toluene-d8 (S) % 109 50-150 02/18/20 20:18 LABORATORY CONTROL SAMPLE: 2810373 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers 1,4-Dioxane (p-Dioxane) ug/L 20 18.6 93 70-130 1,2-Dichloroethane-d4 (S) % 79 50-150 Toluene-d8(S) % 106 50-150 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2810374 2810375 MS MSD 92465209001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual 1,4-Dioxane (p-Dioxane) ug/L ND 20 20 18.7 18.2 94 91 50-150 3 30 1,2-Dichloroethane-d4 (S) % 82 98 50-150 30 Toluene-d8 (S) % 109 113 50-150 30 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 26 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALIFIERS Project: Oxford Compliance Unit 2 Pace Project No.: 92465209 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL -Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA Method 8260. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI -The NELAC Institute. LABORATORIES PASI-A Pace Analytical Services - Asheville PASI-C Pace Analytical Services - Charlotte ANALYTE QUALIFIERS B Analyte was detected in the associated method blank. IH This analyte exceeded secondary source verification criteria high for the initial calibration. The reported results should be considered an estimated value. IK The recalculated concentration of the calibration standard(s) did not meet method acceptance criteria; this result should be considered an estimated value. L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated samples may be biased low. v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias. v2 The continuing calibration verification was below the method acceptance limit. The analyte was not detected in the associated samples and the sensitivity of the instrument was verified with a reporting limit check standard. v3 The continuing calibration verification was below the method acceptance limit. Any detection for the analyte in the associated samples may have low bias. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/04/2020 01:07 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 31 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: Pace Project No.: Oxford Compliance Unit 2 92465209 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92465209001 3901-MW8 EPA 3010A 526484 EPA6010D 526496 92465209002 3901-MW9 EPA 3010A 526484 EPA6010D 526496 92465209003 3901-MW10 EPA 3010A 526484 EPA6010D 526496 92465209004 3901-MW11 EPA 3010A 526484 EPA6010D 526496 92465209005 3901-SW3 EPA 3010A 526484 EPA6010D 526496 92465209006 3901-SW4 EPA 3010A 526484 EPA6010D 526496 92465209001 3901-MW8 EPA 3010A 526485 EPA 6020B 526501 92465209002 3901-MW9 EPA 3010A 526485 EPA 6020B 526501 92465209003 3901-MW10 EPA 3010A 526485 EPA 6020B 526501 92465209004 3901-MW11 EPA 3010A 526485 EPA 6020B 526501 92465209005 3901-SW3 EPA 3010A 526485 EPA 6020B 526501 92465209006 3901-SW4 EPA 3010A 526485 EPA 6020B 526501 92465209001 3901-MW8 EPA 8260D 526430 92465209002 3901-MW9 EPA 8260D 526430 92465209003 3901-MW10 EPA 8260D 526430 92465209004 3901-MW11 EPA 8260D 526430 92465209005 3901-SW3 EPA 8260D 526430 92465209006 3901-SW4 EPA 8260D 526430 92465209001 3901-MW8 EPA 8260D Mod. 525779 92465209002 3901-MW9 EPA 8260D Mod. 525779 92465209003 3901-MW10 EPA 8260D Mod. 525779 92465209004 3901-MW11 EPA 8260D Mod. 525779 92465209005 3901-SW3 EPA 8260D Mod. 525779 92465209006 3901-SW4 EPA 8260D Mod. 525779 Date: 03/04/2020 01:07 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 28 of 31 Document Name: Document Revised: February 7, 2019 aceAnalyftal9 Sample Condition Upon Recelpt(SCUR) Page I of 2 Document No.: Issuing Authority: F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office Laboratory receiving samples: Asheville ❑ Eden[] Courier: ❑ Commercial Greenwood ❑ Huntersville 2 Raleigh❑ Mechanicsville❑ Client Name: WQ : 924652�9 U( be UA Project t#: Fed Ex ❑UPS []LISPS ❑Client FlAaro pother: 92465209 Custody Seal Present? ❑Yes to Seals Intact? ❑Yes No 4 N bate/Initials Person Examining Cantents:1 2 c) Packing Material: ❑Bubble Wrap Bubble Bags [-]None ❑ Other Thermometer: Type of Ice: Wet [-]Blue ❑ IR Gun ID: 92TO58 Cooler Temp VQ: 2 e U Correction Factor: Add/Subtract ('Cl 0.0°C Cooler Temp Corrected VC): 2- - U USDA Regulated Sall ( N/A, water sample) Did samples originate In a quarantine zone within the United States: CA, NY, or SC {cfiietk maps)? mv,., 1-1— Biological Tismozen? ❑Yes ONO [N/A [:]None Temp should be above freezing to VC ❑Samples out of temp rriteria. Samples on ice, cooling process has begun Did samples originate from a forelgn source (internationally, Inrludinn Hawaii and Puerto Ricoh FlYes FlNo Comments/Discrepancy: Chain of Custody Present? 1U4 ❑No ❑NIA 1. Samples Arrived within Hold Time? KVes ❑N ❑N/A 2. Short Hold Time Analysis (<72 hr.)? ❑Yes ❑N/A 3. Rush Turn Around Time Requested? ❑Yes o ❑N/A 4. Sufficient Volume? a []NO ❑NIA 5. Correct Containers Used? -Pace Containers Used? es ❑No []No ❑N/A ❑N/A 6. Containers Intact? s ❑No ❑N/A " 7. Dissolved analysis: Samples Field Filtered? ❑Y 4 []NO A S. Sample Labels Match COC7 es ❑No ❑N/A 9. -Includes Date/Time/ID/Analysis Matrix: Headspace in VOA Vials (>5-6mm)? ❑Yes a []rVA 10. Trip Blank Present? Trip Blank Custody Seals Present? ❑Yes ❑Yes ❑No ❑NO / NIA I1, COMMENTS/SAMPLE DISCREPANCY CLIENT NOTIFICATION/RESOLUTION Person contacted: Project Manager SCURF Review: Project Manager SRF Review: Date/Time: Lot ID of split containers: Date: Date: Field Data Required? ❑Yes [:)NO Page 29 of 31 uccument rvdme. --- Sample Condition Upon RecelptiSCURj Page lof2 aceAnaiytical Document No.: Issuing Authority: F-CAR-CS-033-RevXG Pace Carolinas Quality Office *Check mark top half of box If phi acid/or dechlorination Is verified and within the acceptance range for preservation samples. Exceptions: VOA, Coliform, TOC, Oil and Grease, DRc/8015 (water) DOC, LLHO **Bottom half of box is to fist number of bottle wo# : 924bbtu PM : "MG Due Date: 02/28/20 CLIENT: 92-Joyce En9 zt u Q 2 a vv n S U E Ln m = Z v w a U E 0 N a ra z Z a a vV o. U E O O sro Go ? y 2 C v tl r cc Y N v a a O N ,J E M N v m 0 S U -° E D ul N m m O Z U G N U -�° E to N S 0 u N = p Z V r• �° d E ut N 1 U a CD3 ' a d- c ,y (] S o E n wM l✓i Q dip a a a E Q .� 4•J a Y R� E a v a e+ l7 a V y m i; N a c S J E ¢ J of �n N l7 a c O V, S W n E a m = N l7 a v = a O ✓1 N w A E C J E N t� d U _ Z u c _ Z .0 E ¢ a ry M l7 l7 a a 2 V 2 a O 7 E 0 M W o _ ¢ ? m dN N Z a O 7 E 0 q 0 7 _ 2 CL C S a O .J E O v l7 7 = c 0 T X < O J c O q 0 P _ 2 y m o Vl "" Y `m a H i :a o > « A _ N Y a C a W > a a z N N = .y ut JE n a u, m ? v — a, ^ o y a Int i m v V1 n 2 Z V b a E 0 N m Z y w Z v c ti L E a E o ri G a V Z did h a c T _ Y, ,o E v J J G o N CTr. > p 1 1 K/ r 1v � 3 6 7 9 10 11 110 pH Adjustment Log for Preserved Sanyles Sample 10 Type of Preservative pH upan Meelpt Date preservation adjusted Time preseaatian Amount of preservative tot # adjust I added Note: Whenever therei5 a discrepancy affecting North Carolina compllance samples, a copy of this form will tjsenttethe North Carolina OEHNR Certification Office Out of hold, incorrect preservative, out of temp, incorrect containers. Page 30 of 31 CHAIN -OF -CUSTODY I Analytic I Request Document The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately. Section A Section B Section C Required Client I formation: Required Project Information; Invoice Information: Solid Waste Page : 1 Of 1 Company: Lz Bella Associates Report To: Van Burbach Attenbon: Jason Falls Address: 2 11 West Meadowview Rd Copy To: Miguel Vazquez Company Name: Granville Count Greensboro, W 27407 Address: P.O. Box 906, OxfoT i NC 27565 Regulatory Agency Email To: v r ac joyceemlineering.com Purchase Order No. Phone: s 323-0092 Il Client Project ID: Oxford Compliance Unit 2 state! Location Requested Due D iterrAT: 10 Da Default Container Order Number: 3566-3 North Carolina Requested Anal sis Filtered YfN a Z MATRIX CODE _ COLLECTED = Preservatives } 0rmke,9waeer Dw v 4 Ware, WT U ~ w Waste Water WW PF�uel P _ _ q [7 O 1 .�.. � Q) SAMPLE ID S.W&a°' o� START END o �, Character per box. wP� WP w ¢ n w z m __(6 C rn c c o lA-Z, 0-9 f, -) ar AR DT oa —¢ Z m �] ami 7'. QQ Q CLOat XOlhn 2 Jn,e mle Ids must be unique Ti—. Ts w a w a o U m x�QDATE O K N ? M o z 31M£ DATE TIME N u 1 3901 W8 wT G a/ 13 '1 3L3 k X1 X X Ix IUU f z 3901 W9 wr G Zj f I ZZ X X X v 3 3901 W10 v T G Z `I �u� =1 X X X X C Cyr 4 3901 W11 wT G Ix i1i, ) k" X X X 1]� 5 3901 W3 WT G 0 Z 13 -7 %t X X X X f{ _ s 13901 W4 lrrr G 0 I! I ^ 1 7 1 r X X X X X 0C) 7 8 9 10 11 12 ADDITIONAL COMMENTS RELINQUISHED BY AFFILIATION DATE TIME ACCEPTED BYlAFFILIATION DATE TIME SAMPLE CONDITIONS t Ct 2- 14 7, to.�" Ml NES-2 NES-2D are duplicates of samples from Word Unit If possibleonh run analayses once, but report for both. SAMPLER NAME AND SIGNATURE 61 ,PRINT Name of SAMPLER: C C a T C - SIGNATURE of SA�NPt.ERi - i/ ��--/?P CL 2 } a E z ' ATE Signed:. Fes- ff U U m } y C, LaBeRa Project Name: Location: Project No.: 2211W. Meadowview Rd Suite 101 Greensboro, NC 27407 Sampled By: Telephone: (336) 323-0092 Facsimile: (336) 323-0093 Date: WELL I.D.: YTS Weather: WELL SAMPLING INFORMATION `t Well Diameter: Depth of Well: Z Measuring Point: Pump Type: Gn $I AAV FIELD PARAMF.TP..R MRARiTRFMRNT `3-19--3,oXo t c� S % 'o Static Water Level: 3g Length of Well Screen: Depth to Top of Pump: a2 Tubing Type: Time Pump Rate Gallons Purged L-C413 pH Temp "C Conductivity (MS/CM) Turbidity (NTU) Dissolved 02 Redox (m L) (mV) Alkalinity Iron (II) Comments L1 �V +/- 0.1 +/- 3% + 10% +/- 10 mV () (l 1 1 7.1 ll (-1 :)D�a.3 1- S 0 . t 9 S �TX5 0-53 3 11 3.0 Ai 5.90 1,3 .9 �.03 (G.9 191_ 0. Z5-:V---7- 4.90 t )0 A. S-1 t-t. 1(,s 1. a. 0 (q (.g -3 4 S--� _ 3 ro 0 <76 2� a, a31 q —, 5.1( S.90 1133 13�6 1 G.(. -4-_ S " - 16 L1-3Lj 16_G 9 -S 9 i-3 2 K_6z Q.Z31 a.3a Ztq,g 1 -- S. I ?J-q V q, 4- 32 tu- S 19'-a, 'It . U Purge Time ` Purge Time End Start: OBSERVATIONS t l n Final Static Water Level: � �(q Notes:C�M���d-�9 0 LaBella Project Name Location: Project No -1) 19 Z3 C l al�hi ( 2211W. Meadowview Rd Suite 101 --- Greensboro, NC 27407 Sampled By: Telephone: (336) 323-0092 Facsimile: (336) 323-0093 Date: WELL I.D.: L\W 1- _ Weather: WELL SAMPLING INFORMATION Well Diameter: -. t� Depth of Well: I_---3a Measuring Point: Toc Pump Type: _fib N'AA ar FIELD PARAMETER MRA.RITRF.MF.NT rtlln Static Water Level: Length of Well Screen: Depth to Top of Pump: 3 S Tubing Type: bible bah��� Time Pump Rate 6aRens Purged L(4'J pH Temp "C Conductivity (mS/cm) Turbidity (NTU) Dissolved Oz (m L) Redox (mV) Alkalinity Iron (I1) Comments +/- 0.1 +/- 3% + 10% +/- 10 mV (�t�t 3ooml non �_a ti_� -� 34S TS 3<ty q}3. -3 3 0- az I-Q 40-4 - 1. I�tS► L-15- y Z<1 I .3-+ t-0 39LI.s 1. 3 3 z_ *10 k9li 3 a. z . S Lt s 7. a. 3 _o '3 q.,4 a 2.2a zQ9 'zt-- U00 3. 9 32-34` 19 1S 7 --�. 4 11-9 1509 -3-S ,S _a -39t, I a-1• 3.0 — S Ma 3. t�.9 31Tm aa.SI Ic 'aY ■vLa"arruirarurgcu Lilt. c Purge Time l � � Purge Time End: 1 ) 1 Start: t t y ) 1 OBSERVATIONS Final Static Water Level: q Notes,.,,-. - 19 -aoao LaBella Project Name: Location: 2211W. Meadowview Rd Suite 101 Project No.: Greensboro, NC 27407 Sampled By: Telephone: (336) 323-0092 Facsimile: (336) 323-0093 Date: WELL I.D.: jhyi [ D Weather: WELL SAMPLING INFORMATION vErg rrnM..�=s�Tn Well Diameter: z Static Water Level: Depth of Well: 3f Sb _ Length of Well Screen: Measuring Point: _ I-6L _ Depth to Top of Pump: Pump Type: U I chj&4Tubing Type: FYIFLD PARAMF,TF.R WARYTi2F.MF.NT $ S9 L,�Puap Rate • . Conductivity � Turbidity Alkalinity OIL- , , �!������i1.?��'!\���5: • NU*Y*m NUM MU39-3 zvzmm� ► . i ULM u (7 V inns rurgea Purge Time wi— Purge Time End: Final Static Water Level: Start. [Z[ 3 f-Z OBSERVATIONS Notes: c� xa"�. ,L-f { 4 j . U Sr n. T &4_ f AC � LaBeRa Project Name: Location: Project No.: 2211W. Meadowview Rd Suite 101 Greensboro, NC 27407 Sampled By: Telephone: (336) 323-0092 Facsimile: (336) 323-0093 Date: WELL I.D.: Weather: WELL SAMPLING INFORMATION Well Diameter: 2" Depth of Well: Measuring Point: Pump Type: , it r,� � FIELD PARAMETER MF,ASTTRF.MF,NTT�I �I (G� 12bLo Static Water Level: Length of Well Screen: Depth to Top of Pump: Tubing Type: w Pump Rate VY) Conductivity Turbidity Dissolved 02 Redox Alkalinity I Comments Total 3 .0D XsaH"w Purged Purge Time ' Purge Time End: Start: f 04U OBSERVATIONS -Nq Final Static Water Level: Notes: leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 April 20, 2020 Van Burbach Joyce Engineering -NC 2211 West Meadowview Rd Boone Bldg, Suite 101 Greensboro, NC 27407 RE: Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Dear Van Burbach: Enclosed are the analytical results for sample(s) received by the laboratory on March 20, 2020. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Asheville This revision was issued on 4/20/20 to include additional metals, per client request. If you have any questions concerning this report, please feel free to contact me. Sincerely, Nicole Gasiorowski nicole.gasiorowski@pacelabs.com (704)875-9092 Project Manager Enclosures cc: Gretta Eller, LaBella Associates, D.P.C. Rochelle Mesubed, Joyce Engineering Miguel Vazquez, Joyce Engineering REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Pace Analytical Services Asheville 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification #: M-NC030 North Carolina Drinking Water Certification #: 37712 CERTIFICATIONS North Carolina Wastewater Certification #: 40 South Carolina Certification #: 99030001 Virginia/VELAP Certification #: 460222 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE SUMMARY Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Lab ID Sample ID Matrix Date Collected Date Received 92470468001 3901-MW7 Water 03/19/2015:12 03/20/2012:28 92470468002 3901-MW5R Water 03/19/2010:01 03/20/2012:28 92470468003 3901-NES2S Water 03/19/2013:29 03/20/2012:28 92470468004 3901-MW10 Water 03/19/2012:31 03/20/2012:28 92470468005 3901-MW11 Water 03/19/2011:04 03/20/2012:28 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE ANALYTE COUNT Project: Pace Project No.: Oxford Resample-Revised Report 92470468 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92470468001 3901-MW7 EPA 601OD SH1 3 PASI-A 92470468002 3901-MW5R EPA 601OD SH1 2 PASI-A 92470468003 3901-NES2S EPA 601OD SH1 14 PASI-A EPA 6020E JOR 1 PASI-A 92470468004 3901-MW10 EPA 601OD SH1 1 PASI-A 92470468005 3901-MW11 EPA 601OD SH1 1 PASI-A PASI-A = Pace Analytical Services - Asheville REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SUMMARY OF DETECTION Project: Pace Project No.: Oxford Resample-Revised Report 92470468 Lab Sample ID Client Sample ID Method Parameters Result Units Report Limit Analyzed Qualifiers 92470468001 3901-MW7 EPA 601OD Iron 1310 ug/L 50.0 03/21/2016:51 EPA 601OD Manganese 26.4 ug/L 5.0 03/21/2016:51 EPA 601OD Vanadium 4.9J ug/L 5.0 03/21/2016:51 92470468002 3901-MW5R EPA 601OD Iron 1170 ug/L 50.0 03/21/2016:54 EPA 601OD Vanadium 8.5 ug/L 5.0 03/21/2016:54 92470468003 3901-NES2S EPA 601OD Barium 31.8 ug/L 5.0 03/21/2017:03 EPA 601 OD Cobalt 4.1 J ug/L 5.0 03/21/20 17:03 EPA 601OD Nickel 1.51 ug/L 5.0 03/21/2017:03 EPA 601OD Vanadium 5.6 ug/L 5.0 03/21/2017:03 92470468004 3901-MW10 EPA 601OD Vanadium 3.2J ug/L 5.0 03/21/2017:06 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Sample: 3901-MW7 Lab ID: 92470468001 Collected: 03/19/20 15:12 Received: 03/20/20 12:28 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 601 OD Preparation Method: EPA 3010A Pace Analytical Services -Asheville Iron 1310 ug/L 50.0 19.5 1 03/21/20 00:28 03/21/20 16:51 7439-89-6 Manganese 26.4 ug/L 5.0 0.90 1 03/21/20 00:28 03/21/20 16:51 7439-96-5 Vanadium 4.9.1 ug/L 5.0 1.3 1 03/21/20 00:28 03/21/20 16:51 7440-62-2 Date: 04/20/2020 11:42 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Sample: 3901-MW5R Lab ID: 92470468002 Collected: 03/19/20 10:01 Received: 03/20/20 12:28 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 601 OD Preparation Method: EPA 3010A Pace Analytical Services -Asheville Iron 1170 ug/L 50.0 19.5 1 03/21/20 00:28 03/21/20 16:54 7439-89-6 Vanadium 8.5 ug/L 5.0 1.3 1 03/21/20 00:28 03/21/20 16:54 7440-62-2 Date: 04/20/2020 11:42 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Sample: 3901-NES2S Lab ID: 92470468003 Collected: 03/19/20 13:29 Received: 03/20/20 12:28 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 6010D Preparation Method: EPA 3010A Pace Analytical Services -Asheville Antimony ND ug/L 5.0 3.0 1 03/21/20 00:28 03/21/20 17:03 7440-36-0 Arsenic ND ug/L 10.0 4.7 1 03/21/20 00:28 03/21/20 17:03 7440-38-2 Barium 31.8 ug/L 5.0 1.0 1 03/21/20 00:28 03/21/20 17:03 7440-39-3 Beryllium ND ug/L 1.0 0.20 1 03/21/20 00:28 03/21/20 17:03 7440-41-7 Cadmium ND ug/L 1.0 0.40 1 03/21/20 00:28 03/21/20 17:03 7440-43-9 Chromium ND ug/L 5.0 1.0 1 03/21/20 00:28 03/21/20 17:03 7440-47-3 Cobalt 4.1J ug/L 5.0 1.1 1 03/21/20 00:28 03/21/20 17:03 7440-48-4 Copper ND ug/L 5.0 2.1 1 03/21/20 00:28 03/21/20 17:03 7440-50-8 Lead ND ug/L 5.0 1.6 1 03/21/20 00:28 03/21/20 17:03 7439-92-1 Nickel 1.5.1 ug/L 5.0 0.90 1 03/21/20 00:28 03/21/20 17:03 7440-02-0 Selenium ND ug/L 10.0 4.7 1 03/21/20 00:28 03/21/20 17:03 7782-49-2 Silver ND ug/L 5.0 2.5 1 03/21/20 00:28 03/21/20 17:03 7440-22-4 Vanadium 5.6 ug/L 5.0 1.3 1 03/21/20 00:28 03/21/20 17:03 7440-62-2 Zinc ND ug/L 10.0 3.9 1 03/21/20 00:28 03/21/20 17:03 7440-66-6 6020 MET ICPMS Analytical Method: EPA 6020E Preparation Method: EPA 3010A Pace Analytical Services -Asheville Thallium ND ug/L 0.10 0.060 1 04/15/20 01:08 04/16/20 18:01 7440-28-0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 04/20/2020 11:42 AM without the written consent of Pace Analytical Services, LLC. Page 8 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Sample: 3901-MW10 Lab ID: 92470468004 Collected: 03/19/20 12:31 Received: 03/20/20 12:28 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 601 OD Preparation Method: EPA 3010A Pace Analytical Services -Asheville Vanadium 3.2J ug/L 5.0 1.3 1 03/21/20 00:28 03/21/20 17:06 7440-62-2 Date: 04/20/2020 11:42 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 9 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Sample: 3901-MW11 Lab ID: 92470468005 Collected: 03/19/20 11:04 Received: 03/20/20 12:28 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 601 OD Preparation Method: EPA 3010A Pace Analytical Services -Asheville Vanadium ND ug/L 5.0 1.3 1 03/21/20 00:28 03/21/20 17:09 7440-62-2 Date: 04/20/2020 11:42 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 10 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Resample-Revised Report Pace Project No.: 92470468 QC Batch: 531766 Analysis Method: EPA 6010D QC Batch Method: EPA 3010A Analysis Description: 6010 MET Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92470468001, 92470468002, 92470468003, 92470468004, 92470468005 METHOD BLANK: 2839280 Matrix: Water Associated Lab Samples: 92470468001, 92470468002, 92470468003, 92470468004, 92470468005 Blank Reporting Parameter Units Result Limit MDL Analyzed Antimony ug/L ND 5.0 3.0 03/21/2016:02 Arsenic ug/L ND 10.0 4.7 03/21/2016:02 Barium ug/L ND 5.0 1.0 03/21/2016:02 Beryllium ug/L ND 1.0 0.20 03/21/2016:02 Cadmium ug/L ND 1.0 0.40 03/21/2016:02 Chromium ug/L ND 5.0 1.0 03/21/2016:02 Cobalt ug/L ND 5.0 1.1 03/21/2016:02 Copper ug/L ND 5.0 2.1 03/21/2016:02 Iron ug/L ND 50.0 19.5 03/21/2016:02 Lead ug/L ND 5.0 1.6 03/21/2016:02 Manganese ug/L ND 5.0 0.90 03/21/2016:02 Nickel ug/L ND 5.0 0.90 03/21/2016:02 Selenium ug/L ND 10.0 4.7 03/21/2016:02 Silver ug/L ND 5.0 2.5 03/21/2016:02 Vanadium ug/L ND 5.0 1.3 03/21/2016:02 Zinc ug/L ND 10.0 3.9 03/21/2016:02 LABORATORY CONTROL SAMPLE: Parameter 2839281 Units Spike Conc. LCS Result LCS % Rec % Rec Limits Antimony ug/L 500 491 98 80-120 Arsenic ug/L 500 459 92 80-120 Barium ug/L 500 481 96 80-120 Beryllium ug/L 500 483 97 80-120 Cadmium ug/L 500 483 97 80-120 Chromium ug/L 500 482 96 80-120 Cobalt ug/L 500 481 96 80-120 Copper ug/L 500 488 98 80-120 Iron ug/L 5000 4750 95 80-120 Lead ug/L 500 488 98 80-120 Manganese ug/L 500 475 95 80-120 Nickel ug/L 500 487 97 80-120 Selenium ug/L 500 474 95 80-120 Silver ug/L 250 241 96 80-120 Vanadium ug/L 500 476 95 80-120 Zinc ug/L 500 478 96 80-120 Qualifiers Qualifiers Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 04/20/2020 11:42 AM without the written consent of Pace Analytical Services, LLC. Page 11 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Pace Project No.: Oxford Resample-Revised Report 92470468 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2839282 2839283 MS MSD 92470303001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Antimony ug/L ND 500 500 539 529 108 106 75-125 2 20 Arsenic ug/L 44.0 500 500 556 551 102 101 75-125 1 20 Barium ug/L 98.5 500 500 597 586 100 97 75-125 2 20 Beryllium ug/L ND 500 500 522 514 104 103 75-125 1 20 Cadmium ug/L ND 500 500 500 491 100 98 75-125 2 20 Chromium ug/L ND 500 500 502 494 100 99 75-125 2 20 Cobalt ug/L ND 500 500 505 494 101 99 75-125 2 20 Copper ug/L ND 500 500 558 548 111 109 75-125 2 20 Iron ug/L 16700 5000 5000 22100 21800 107 102 75-125 1 20 Lead ug/L ND 500 500 503 492 101 98 75-125 2 20 Manganese ug/L 1350 500 500 1870 1820 103 94 75-125 2 20 Nickel ug/L ND 500 500 497 489 99 97 75-125 2 20 Selenium ug/L ND 500 500 440 444 88 89 75-125 1 20 Silver ug/L ND 250 250 265 260 106 104 75-125 2 20 Vanadium ug/L ND 500 500 520 510 104 102 75-125 2 20 Zinc ug/L 12.1 500 500 513 502 100 98 75-125 2 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 04/20/2020 11:42 AM without the written consent of Pace Analytical Services, LLC. Page 12 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Oxford Resample-Revised Report Pace Project No.: 92470468 QC Batch: 536213 Analysis Method: EPA 6020B QC Batch Method: EPA 3010A Analysis Description: 6020 MET Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92470468003 METHOD BLANK: 2860598 Matrix: Water Associated Lab Samples: 92470468003 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Thallium ug/L ND 0.10 0.060 04/16/2017:06 LABORATORY CONTROL SAMPLE: 2860599 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Thallium ug/L 10 10.3 103 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2860600 2860601 MS MSD 92473551001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Thallium ug/L ND 10 10 7.7 8.1 77 80 75-125 5 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 04/20/2020 11:42 AM without the written consent of Pace Analytical Services, LLC. Page 13 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALIFIERS Project: Oxford Resample-Revised Report Pace Project No.: 92470468 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL -Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA Method 8260. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI -The NELAC Institute. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 04/20/2020 11:42 AM without the written consent of Pace Analytical Services, LLC. Page 14 of 18 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: Oxford Resample-Revised Report Pace Project No.: 92470468 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92470468001 3901-MW7 EPA 3010A 531766 EPA6010D 531774 92470468002 3901-MW5R EPA 3010A 531766 EPA6010D 531774 92470468003 3901-NES2S EPA 3010A 531766 EPA6010D 531774 92470468004 3901-MW10 EPA 3010A 531766 EPA6010D 531774 92470468005 3901-MW11 EPA 3010A 531766 EPA6010D 531774 92470468003 3901-NES2S EPA 3010A 536213 EPA6020B 536222 Date: 04/20/2020 11:42 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 15 of 18 aC13r17c?iICc�I Document Name: Sample Condition Upon Recelpt(SCUR) Document Revised: February 7, 2018 Pa e 1 of 2 p Issuing Authorit F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office Laboratory receiving samples: Asheville ❑ Eden❑ Greenwood ❑ Huntersville ❑ Raleigh❑ Mechanicsville[] ConditionSample Client Name: W®# : 92470468 .. VVVVCCCC5liV / �� � (� G\ Project if l Courier: ❑fed Ex ❑UPS ❑U5P5 ❑Client 1111111111111111111111111❑ Commercial QPace ❑Other: Custody Seal Present? ❑Yes [3No Seals Intact? ❑Yes []No 9247046$ Date/Initials Person Examining Contents: 7 CU -�C> A#W Packing Material: ❑Bubble Wrap ❑Bubble Bags ❑None ❑ Other 3lologlcal Tissue Frozen? Thermometer: Oyes ❑No DN/A ❑IR Gun ID: 92TO60 Type of Ice: OWet []Blue ❑None Cooler Temp ('C): . -2? Correction Factor: Add/Subtract (°C} 0.0 Temp should be above freezing to 6°C Cooler Temp Corrected ('C)i❑Samples out or temp criteria. Samples on ice, cooling process has begun USDA Regulated kill (❑ N/A, water sample) Did samples orlginate in a quarantine zone within the United States: CA, NY, or SC (check maps)? DId samples originate from a foreign source (internationally, I—L __ r1. _ inrkrdine Hawaii and Puerto Rico I? ❑Yes ENO Comments/Discrepancy: `&in'of Cusiody Present?`� ❑fes []No El N/A 1. Samples Arrived within Hold Time? [Yes ❑No ❑N/A 2. Short Hold Tim eAnalysIs (<72+hr.)? ❑Yes QNo ❑N/A 3. Rush Turn Around Time Requested? ❑Yes ❑No ❑N/A 4. Sufficient Volume? ! QYes []NO ❑N/A 5. Correct Containers Used? -Pace Containers Used? ❑Yes ❑Yes []NO []No ❑N/A ❑N/A 6. Containers Intact? QYes ❑No ❑N/A 7. Dissolved analysis: Samples Field Filtered? ❑Yes []No []N/A 8. sample Labels Match COC? []Yes []No ❑N/A 9. -Includes Date/Time/lD/Analysls Matrix: (v' Headspace in VOA Vials (>5-Gmm)? Elves ❑No ON/A 10. Trip Blank Present? Trip Blank Custody Seals Present? ❑Yes ❑Yes Do ❑No ON/A j3N/A 11. COMMENTS/SAMPLE DISCREPANCY CLIENT NOTIFICATiON/RESOLUTION Person contacted: Project Manager SCURF Review: Project Manager 5RF Review: Date/Time: tot ID of sat containers: Date: Da te: field Data Required? []Yes ❑No Page 16 of 18 a _ 7ci4alyfical Document Name: Sample Condition Upon Recelpt(SCURI Document Reuised: February 7, 2018 Page A of 2 Document No.: Issuing Authority: il F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office *Check mark top half of box if pH and/or dechlorination is verified and within the acceptance range for preservation samples. Exceptions: VOA, Coliform, TOG, Oil and Grease, DRO/8015 (water) DOC, LLHS **Bottom half of box is to list number of bottle Project Q46 - WO : 9247 PM: N>4G Due Date: 03/27/20 CLIENT: 92-Joyce El F a v m N a n C n u ro a J E rNl co a 9 v ai a a c 2 V A a J E N m a b v N a c G ro a J E 7 A. ? p di a N n y 1 y 7 m N v V p O N u a „� E f/1 m. N v Q. z a J E z m o oil m N y Q Z N a E N N m u •~ n n = 0 2 r a J E N U `m v 7 m c9 °O E a LL 3 � v m n C a E Q a ,..i N a 'v V x V 2 E Q m 'y a w 2 NRU a DJ E a J E N T a *� � a S N 2 a E Q rl a V = yG O vl N Y '7 a J E Na M a U Ir Z ? v a E C E c n�i .L M a Q z .... U 2 ¢ O J E q Qt a = ? m ON `^ ,ryp ¢ E Fq (T 7 6 ?, a C ¢ E 01 y ¢ Z C a M 4 O E Ci o � ? Y n to N Y' y a "Y,' 4 a a .+ N = r : a N '2 49 i I = ? C :L yr J E 1-4 h i � r d a Q! ^ E a Nh IV � r: of � N = ? U a E Ln QN ^� m y 2 `" Cl 7 ) y E Q o r1 a N > o to E cn J E ry > Z m N a c Q J E 7 e 1 2 v NN Xv" 4 5 6 7 N NN 9 10 I \N 11 P, pt, pH Adjustment Log for Preserved Samples Sample ID Type of Preservative pH upon receipt Date preservation adjusted Time preservation adjusted Amount of Preservative added Lot M Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i.e. Out of hold, Incorrect preservative, out of temp, incorrect containers, Page 17 of 18 CHAIN -OF -CUSTODY 1 Analytical Request Document The Chain -of -Custody is a LEGAL DOCUM NT. All relevant fields must be completed accurately. Section A Section B Section C Required Client Information: Required Project Information: Invoice Information: Page _ 1 County, Solid Waste Of 1 Company: LaBella Associates ReportTo: Van Burbach Attention: Jason Falls Address: 2211 West Meadowview Rd Copy To: Miguel Vazquez Company Name: Granville Greensboro, NC 27407 Address: P.O. Box 906, Oxford NC 27565 Regulatory Age icv Email To: wceengineerin9.com Purchase Order No. Phone. (336) 323-0092 Fax' Client Project tD: Oxford Resample State I Locati n Requested Due Dale/TAT: 10 Day (Default) Container Order Number: North Carolir 3i Requested Analysis Filtered (YIN) m sRE a o` COLLECTED z PreservativE s >- MATRIX CODE O bngnwh9wmor ow o Water WT < Z Weslew°lar ww — y V SoVsolid EL SAMPLE ID Pr°'°" F m c7 START END a ¢ C OII OL One Character per box. wipe wp w w ? m E (A-2, 0-9! , -) Alr AR a r w z rip U tt Sample Ids must be unique ol��a T5 a a °� o °' _ O m c Q C b 9 �j7 ry' }/�� 8 LLIO 1 2 rw DATE TIME DATE TIME _ _ = z 2 O L�(/ 1 3901-MW7 wT G v !i X 2 3901-MW5R wT G tool X 3 3901-NES2S wT G X 4 3901-MW10 wT G 3 l f27J1 I k X 5 3901-MW11 wT G l� f� I X X 6 7 8 9 10 11 12 ADDITIONAL COMMENTS RELINQUISHED BY AFFILIATION DATE TIME AC EPTED BY AFFILIATION TIME SAMPLE CONDITIONS a SAMPLER NAME AND SIGNATURE PRINT Name of SAMPLE : o d Z c SIGNATURE oilA PL I: Kij r c� Cr Ii. o L) 0 E Z r°n } DA�TESigned: G j � b i i rn to EL LaBeLLa Project Name: Location: Projccl Na.: 2211W. Meadowview Rd Suite 101 Greensboro. NC 27407 Sampled By: Telephone: (336) 323-0092 Facsimile: (336) 323.0093 Dale: WELL LD.: NES-2S Weathe, WELL, SAMPLING INFORMATION Granville Countv Oxford Landlill Oxlord Landfill 2182022.01 /02 6- AVr'-4'U- q43 i 5+1'r�.'.'nrn S4 Well Diameter: 2'- Depth of Well: 24.2 Measuring Point: Tap oi'Casing Puntp Type: QED Bladder Pump FIELD PARAMETER MEASUREMENT Static Water Level: Length of Well Screen: Depth to Top of Pump: Tubing Type: 22' Bonded Tubi Pump Rate Gallons®®® Purged • , • ®Iron (11) Comments -®-�® iowi _ r f ,v [canons vurgea Purge Time r b a Purge Time End: t 0 j final Static Water Level: C P Start: l I l J OBSERVATIONS Notes: leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 May 05, 2020 Van Burbach Joyce Engineering -NC 2211 West Meadowview Rd Boone Bldg, Suite 101 Greensboro, NC 27407 RE: Project: Granville County, Oxford LF Pace Project No.: 92474838 Dear Van Burbach: Enclosed are the analytical results for sample(s) received by the laboratory on April 23, 2020. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Asheville If you have any questions concerning this report, please feel free to contact me. Sincerely, /'i"A"" Nicole Gasiorowski nicole.gasiorowski@pacelabs.com (704)875-9092 Project Manager Enclosures cc: Gretta Eller, LaBella Associates, D.P.C. Rochelle Mesubed, Joyce Engineering Miguel Vazquez, Joyce Engineering REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Granville County, Oxford LF Pace Project No.: 92474838 Pace Analytical Services Asheville 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification #: M-NC030 North Carolina Drinking Water Certification #: 37712 CERTIFICATIONS North Carolina Wastewater Certification #: 40 South Carolina Certification #: 99030001 Virginia/VELAP Certification #: 460222 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Granville County, Oxford LF Pace Project No.: 92474838 Lab ID Sample ID 92474838001 NES-2S SAMPLE SUMMARY Matrix Date Collected Date Received Water 04/23/2010:40 04/23/2013:35 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Granville County, Oxford LF Pace Project No.: 92474838 Lab ID Sample ID 92474838001 NES-2S PASI-A = Pace Analytical Services - Asheville SAMPLE ANALYTE COUNT Method EPA 601 OD REPORT OF LABORATORY ANALYSIS Analytes Analysts Reported RDT Laboratory PAS I -A This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Granville County, Oxford LF Pace Project No.: 92474838 Lab Sample ID Method 92474838001 EPA 6010D SUMMARY OF DETECTION Client Sample ID Parameters Result Units Report Limit Analyzed Qualifiers NES-2S Vanadium 3.OJ ug/L 5.0 05/04/20 22:14 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Granville County, Oxford LF Pace Project No.: 92474838 Sample: NES-2S Lab ID: 92474838001 Collected: 04/23/20 10:40 Received: 04/23/20 13:35 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 6010D Preparation Method: EPA 3010A Pace Analytical Services -Asheville Vanadium 3.OJ ug/L 5.0 1.3 1 05/01/20 02:23 05/04/20 22:14 7440-62-2 Date: 05/05/2020 12:20 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Granville County, Oxford LF Pace Project No.: 92474838 QC Batch: 539168 Analysis Method: EPA 6010D QC Batch Method: EPA 3010A Analysis Description: 6010 MET Laboratory: Pace Analytical Services -Asheville Associated Lab Samples: 92474838001 METHOD BLANK: 2874332 Matrix: Water Associated Lab Samples: 92474838001 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Vanadium ug/L ND 5.0 1.3 05/04/20 21:50 LABORATORY CONTROL SAMPLE: 2874333 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Vanadium ug/L 500 487 97 80-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2874334 2874335 MS MSD 92474653001 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual Vanadium ug/L ND 500 500 525 521 105 104 75-125 1 20 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/05/2020 12:20 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALIFIERS Project: Granville County, Oxford LF Pace Project No.: 92474838 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL -Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA Method 8260. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI -The NELAC Institute. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/05/2020 12:20 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 10 leAnalyiical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: Granville County, Oxford LF Pace Project No.: 92474838 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92474838001 NES-2S EPA 3010A 539168 EPA 6010D 539183 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/05/2020 12:20 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 10 0 CHAIN -OF -CUSTODY Analytical Request Document LAB USE ONLY -Affix WorkorderAc WO# : 92474838 Pace Analytical MTJL Chain -of -Custody is il LEGAL DOCUMENT- Complete all relevent fields II +I+I ALL SHADED AR 9247483$ Container Preservative T e "* uau rvuJeu ivieiwr,c Company: Billing Information: Address: A7,-.,l�.v �:- �i Report To ' cs4 UG` n. Email To:v j f { J _ �r b f•) �� �� `'�'` ' �'"` *" Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate, {6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate, (C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other Copy To:^� r y q a_ Site Collection Info/Address: fez Customer Pro+ect Name/Number: State: County/City: Time Zone Collected: Analyses Lab Profile/Line: Lab Sample Receipt Checklist: PT [ ) MT [ ] CT [ ] ET Custody Seals Present/intact Y Jr NA XI Custody Signatures Present Y N X Phone: Site/Facility ID #: Compliance Monitoring? Email: [ J Yes [ ] No Collector Signature Present XrN NA Bottles Intact N NA correct Bottles N NA Collected By (print): Purchase Order #: DW PWS ID q: Quote #: DW Location Code: sufficient volume x N NA Samples Received on Ice X N NA VOA - Headspace Acceptable Y N JK Collected By (signature): ✓`"�v Turnaround Date Required: Imme iate y Pace on Ice: - yes [ ] No USDA Regulated Soils Y N i Samples in Holding Time Y- N NA Residual Chlorine Present Y N ge Sample Disposal: Rush: Field Filtered (if applicable): [ ] Dispose as appropriate I ] Return [ ] Some Day [ )Next Day ( ] Yes ( ?No Cl Strips: I ] Archive: I ] Hold: [ ] 2 Day ( ] 3 pay [ ] 4 Day [ ] 5 Day Analysis: Sample pH Acceptable Y N NA (Expedite Charges Apply} S _ pH Strips: .../// Sulfide Present Y N Lead Acetate Strips: * Matrix Codes (Insert in Matrix box below); Drinking Water (DW), Ground Water (GW), Wastewater (WW), Product (P), Soil/Solid (SL), Oil (OL), Wipe (WP), Air (AR), Tissue (TS), Bioassay (B), Vapor (V), Other (OT) ` LAS USE ONLY: Lab sample # / Comments: Customer Sample ID Matrix Comp / Grab Collected (or Composite End Res # of Composite Start) Cl Ctns Date Time Date Time 9 ra 5 I 10`JO �nI Customer Remarks / Special Conditions / Possible Hazards: Type of Ice Used: a Blue Dry None SHORT HOLDS PRESENT (<72 hours): Y N N/A Packing Material Used: Lab Tracking #: 2492654 ^9n654 by/Company: (Signature) Relinquished by/Company: Radchem samples) screened (<500 cpm): Y N NA Date/ ime: R c lived /Com any: (Signature) -1�;� 133 Date/Time: Received by/Cgrjipan ASignature] Relinquished by/Company: (Signature) IDate/Time: IRece pies received via: FEDEX UPS Client Date/Time: uace/ ime: n Date/Time: Courier Pace Courier MTJL LAB USE ONLY ble #: Lab Sample Temperature Info: Temp Blank Received: Y N NA Therm ID#:-� Cooler 1 Temp Upon Receipt: IL. UC Cooler 1 Therm Corr. Factor: D-0 oC Cooler 1 Corrected Temp: —L'-oC Comments: Template: Trip Blank Received: Y N NA Prelogin: HCL McOH TSP Other PM: Non Conformance(s): Page: PB: YES / NO of: 0 0 Appendix C Historical Data Tables Table A3-1 Historical Groundwater Elevations Table A3-2 Historical Groundwater Constituents Table A3-3 Historical Surface Water Constituents Table A3-4 Historical Groundwater Field Parameters Table A3-5 Historical Surface Water Field Parameters TABLE A3-1: Historic Groundwater Elevations Background Downgradient Well ID: MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S Well TOC Elev.: 534.24 503.31 487.51 484.92 478.72 477.20 Well Total Depth: 37.32 28.00 43.00 32.90 22.90 24.20 13-Jun-12 513.48 503.31 479.7 477.42 473.20 468.81 22-Aug-12 509.73 500.82 477.97 475.31 471.50 469.36 25-Sep-12 508.45 499.85 478.1 475.06 471.86 469.30 17-Oct-12 507.95 499.90 478 474.23 471.04 467.98 06-Aug-13 514.33 499.92 478.81 475.32 472.80 469.29 25-Feb-14 511.75 499.91 480.34 476.26 473.47 470.28 12-Aug-14 511.98 500.16 479.91 476.54 473.42 470.29 12-Mar-15 516.39 499.99 479.73 476.47 473.66 470.63 18-Aug-15- 512.39 499.86 478.41 474.92 472.17 469.25 16-Feb-16 515.79 499.90 481.44 476.37 474.12 471.15 10-Aug-16 514.29 499.82 478.86 475.51 472.91 470.40 14-Feb-17 510.89 496.36 479.36 475.97 472.77 468.85 23-Aug-17 508.84 499.61 477.86 474.74 472.02 469.80 07-Feb-18 505.74 499.86 479.88 476.25 473.54 471.40 14-Aug-18 510.22 499.95 478.22 475.31 473.57* 470.81 05-Feb-19 515.74 500.01 480.72 476.63 474.03 472.18 07-Aug-19 512.11 500.15 478.86 475.75 473.09 472.31 *04-Sep-19 nm nm nm 475.09 nm nm 12-Feb-20 511.37 499.99 481.41 477.10 475.06 472.76 *19-Mar-20 512.89 nm nm 476.33 473.90 471.82 *23-Apr-20 nm nm nm nm nm 472.06 Notes: TOC = top of casing. Water levels are measured from TOC. nm = not measured. Granville County - Oxford Landfill, Unit 2 Permit No. 39-01 MSWLF-2012 All elevations are in feet above mean sea level. *=resampling event. LaBella Associates TABLE C-02: Historical Detected Constituents in Groundwater Analyte Sample Date DL RL MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S Blanks INORGANICS Arsenic 12-Mar-15 2.5 10 4.2 J ND ND ND ND ND ND NC 2L = 10 pg/L 18-Aug-15 10 ND ND ND ND ND ND ND 18-Feb-16 2.5 10 ND ND 2.7 J ND 3.9 J ND ND 11-Aug-16 2.5 10 ND ND ND 3.1 J 3.2 J ND ND 14-Feb-17 5 10 ND ND ND ND ND ND ND 23-Aug-17 5 10 ND ND ND ND ND ND ND 6-Feb-18 10 ND ND ND ND ND ND ND 16-Aug-18 5 10 ND ND ND ND NM ND ND 5-Feb-19 5 10 ND ND ND ND ND ND ND 8-Aug-19 5 10 ND ND ND ND ND ND ND 14-Feb-20 4.7 10 ND ND ND ND ND - ND *NES-2S > 19-Mar-20 4.7 10 NS NS NS NS NS ND ND Barium 13-Jun-12 100 9.2 J 36.8 J 59.2 J 48.2 J 30.6 J 31.4 J ND NC 2L = 700 pg/L 22-Aug-12 100 ND 37.3 J 60.9 J 58.9 J 85 J 28.2 J ND 25-Sep-12 100 10.3 J 40.8 J 64.2 J 72.7 J 43.8 J 30.5 J ND 17-Oct-12 100 24.2 J 57.3 J 65.1 J 48.7 J 110 28 J ND 6-Aug-13 100 ND 37.1 J 66.5 J 36.8 J 28.5 J 24.8 J ND 25-Feb-14 100 ND 43.6 J 65 J 41.1 J 20.3 J 58.6 J ND 13-Aug-14 5 100 6.2 J 52.7 J 72.7 J 40.7 J 19.7 J 21.7 J ND 12-Mar-15 2.5 100 9.8 J 47.9 J 76.3 J 49.1 J 19.1 J 35.5 J ND 18-Aug-15 100 11 J 45.6 J 72.1 J 43.5 J 20.5 J 31.3 J ND 18-Feb-16 2.5 100 14.8 J 59.5 J 76.1 J 54.2 J 31.8 J 28.6 J ND 11-Aug-16 2.5 100 6.2 J 42.9 J 81 J 61.2 J 49.9 J 31.1 J ND 14-Feb-17 2.5 100 11.8 J 41.9 J 89 J 46.2 J 40.8 J 27.6 J ND 23-Aug-17 2.5 100 25.2 J 42.6 J 126 40.8 J 51.4 J 33.8 J ND 6-Feb-18 100 19.3 J 62.6 J 90.7 J 47.1 J 33.9 J 25.4 J ND 16-Aug-18 2.5 100 3.8 J 40.3 J 68.9 J 47.5 J NM 25.8 J ND 5-Feb-19 2.5 5 4 J 39.8 78 59.4 27.7 19.6 ND 8-Aug-19 2.5 5 4.5 J 40.2 71.4 60.5 30.1 ND ND 14-Feb-20 1 5 11 39.3 85 47.2 45 --- ND *NES-2S > 19-Mar-20 1 5 NS NS NS NS NS 31.8 ND Cadmium 23-Aug-17 0.5 1 ND ND ND 0.56 J ND ND ND NC 2L = 2 pg/L 6-Feb-18 1 ND ND ND ND 0.59 J ND ND 16-Aug-18 0.5 1 ND ND ND ND NM ND ND 5-Feb-19 0.5 1 ND ND ND ND ND ND ND 8-Aug-19 0.5 1 ND ND ND ND ND ND ND 14-Feb-20 0.4 1 ND ND ND ND 0.45 J -- ND *NES-2S > 19-Mar-20 0.4 1 NS NS NS NS NS ND ND Chromium 13-Jun-12 10 ND ND ND 10.9 ND ND ND NC 2L = 10 pg/L 22-Aug-12 10 ND ND ND 10.4 18.3 ND ND 25-Sep-12 10 ND ND ND 10.3 ND ND ND 17-Oct-12 10 ND ND ND 15.8 20.9 ND ND 6-Aug-13 10 ND ND ND ND ND ND ND 25-Feb-14 10 ND ND ND ND ND ND ND 13-Aug-14 10 ND ND ND 5.1 J ND ND ND 12-Mar-15 2.5 10 ND 3 J ND ND ND ND ND 18-Aug-15 10 ND ND ND ND ND ND ND 18-Feb-16 2.5 10 ND ND ND ND ND 3 J ND 11-Aug-16 2.5 10 2.8 J ND ND 4.3 J 6.3 J ND ND 14-Feb-17 2.5 10 ND ND ND ND 4.4 J ND ND 23-Aug-17 2.5 10 ND ND ND ND 4.5 J ND ND 6-Feb-18 10 4.4 J ND ND ND ND ND ND 16-Aug-18 2.5 10 ND ND ND ND NM ND ND 5-Feb-19 2.5 5 ND ND ND ND ND ND ND 8-Aug-19 2.5 5 ND ND ND 1.0 J ND ND ND 14-Feb-20 1 5 3.0 J ND 1.6 J 2.6 J 8.8 - ND *NES-2S > 19-Mar-20 1 5 NS NS NS NS NS ND ND Cobalt 13-Jun-12 10 ND ND ND ND ND ND ND 22-Aug-12 10 ND ND ND ND ND ND ND 25-Sep-12 10 ND ND ND ND ND ND ND GWPS = 1 pg/L 17-Oct-12 10 10.3 ND ND ND 12.4 ND ND 6-Aug-13 10 ND ND ND ND ND ND ND 25-Feb-14 10 ND ND ND ND ND ND ND 13-Aug-14 5 10 ND ND ND ND ND ND ND 12-Mar-15 2.5 10 ND ND ND ND ND 3.6 J ND 18-Aug-15 10 ND ND ND ND ND ND ND 18-Feb-16 2.5 10 ND ND ND ND ND ND ND 11-Aug-16 2.5 10 ND ND ND ND ND ND ND 14-Feb-17 2.5 10 ND ND ND ND ND 3.2 J ND 23-Aug-17 2.5 10 ND ND ND ND ND ND ND IMAC = 1 pg/L 6-Feb-18 10 3.4 J ND ND ND ND ND ND 16-Aug-18 2.5 10 ND ND ND ND NM ND ND 5-Feb-19 2.5 5 ND ND ND ND ND ND ND 8-Aug-19 2.5 5 ND ND ND ND 1.2 J ND ND 14-Feb-20 1.1 5 2.7 J ND ND ND 3.9 J -- ND *NES-2S > 19-Mar-20 1.1 5 NS NS NS NS NS 4.1 J ND Granville County - Oxford Landfill, Unit 2 LaBella Associates Permit 3901-MSWLF-2012 Page 1 of 4 TABLE C-02: Historical Detected Constituents in Groundwater Analyte Sample Date DL RL MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S Blanks Copper 13-Jun-12 10 ND ND ND 46 ND ND ND NC 2L = 1,000 pg/L 22-Aug-12 10 ND ND ND 56.2 19.8 ND ND 25-Sep-12 10 7.4 J ND ND 63.6 5.7 J ND ND 17-Oct-12 10 19.9 7.6 J ND 35.5 23.1 ND ND 6-Aug-13 10 ND ND ND ND ND ND ND 25-Feb-14 10 ND ND ND 7.9 J ND ND ND 13-Aug-14 5 10 ND 11.6 ND 13.4 ND ND ND 12-Mar-15 2.5 10 ND 47 ND 6 J ND 3.3 J ND 18-Aug-15 10 2.8 J 26.6 ND 12.3 ND 4.3 J ND 18-Feb-16 2.5 10 ND 7.8 J ND ND ND ND ND 11-Aug-16 2.5 10 ND 30.7 ND 14.6 4.5 J 2.7 J ND 14-Feb-17 2.5 10 ND 16.6 3.2 J 9.9 J 4.9 J 3.9 J ND 23-Aug-17 2.5 10 8.8 J 6.4 J ND 6.4 J 4.5 J ND ND 6-Feb-18 10 18.6 133 3.7 J 5.4 J ND ND ND 16-Aug-18 2.5 10 ND 24.7 ND 3.6 J NM ND ND 5-Feb-19 2.5 5 ND 11 ND 3 J ND ND ND 8-Aug-19 2.5 5 2.5 J 8.3 ND 6.9 ND ND ND 14-Feb-20 2.1 5 5.5 11.8 ND 4.6 J 17.6 --- ND *NES-2S > 19-Mar-20 2.1 5 NS NS NS NS NS ND ND Iron 6-Feb-18 300 9990 1500 1190 1670 1630 353 ND NC 2L = 300 pg/L (2/5/10) 16-Aug-18 25 300 340 -- --- --- NM --- 27.8 J 5-Feb-19 25 50 183 --- - - - - ND 8-Aug-19 25 50 176 --- - - - - - 14-Feb-20 19.5 50 3750 --- - - - - ND Resample > 19-Mar-20 0.9 5 1310 NS NS NS ND NS ND Lead 14-Feb-17 2.5 10 ND ND ND ND 2.9 J ND ND NC 2L= 15 pg/L 23-Aug-17 2.5 10 ND ND ND ND ND ND ND 6-Feb-18 2.5 10 ND ND ND ND ND ND ND 16-Aug-18 2.5 10 ND ND ND ND NM ND ND 14-Feb-20 1.6 5 ND 1.8 J 1.9 J ND 4.2 J -- ND *NES-2S > 19-Mar-20 1.6 5 NS NS NS NS NS ND ND Manganese 6-Feb-18 50 241 394 53 25.8 J 410 411 ND NC 2L = 50 pg/L (2/5/10) 16-Aug-18 2.5 50 6.7 J --- --- --- NM --- ND 5-Feb-19 2.5 5 5.5 --- --- - - - ND 8-Aug-19 2.5 5 6 --- - - - - - 14-Feb-20 0.9 5 85.8 --- - - - - ND Resample > 19-Mar-20 0.9 5 26.4 NS NS NS ND NS ND Nickel 13-Jun-12 50 ND ND ND ND ND ND ND NC 2L = 100 pg/L 22-Aug-12 50 ND ND ND ND 6.1 J ND ND 25-Sep-12 50 ND ND ND ND ND ND ND 17-Oct-12 50 ND ND ND 6.9 J 8.9 J ND ND 6-Aug-13 50 ND ND ND ND ND ND ND 25-Feb-14 50 ND ND ND ND ND ND ND 13-Aug-14 5 50 ND ND ND ND ND ND ND 12-Mar-15 2.5 50 ND ND ND ND ND ND ND 18-Aug-15 50 ND ND ND ND 2.7 J ND ND 18-Feb-16 2.5 50 ND ND ND ND 2.9 J ND ND 11-Aug-16 2.5 50 ND ND ND ND 6.2 J ND ND 14-Feb-17 2.5 50 ND ND ND ND 5.2 J ND ND 23-Aug-17 2.5 50 5.2 J ND ND 2.8 J 5.8 J ND ND 6-Feb-18 50 5.9 J ND ND ND 3.4 J ND ND 16-Aug-18 2.5 50 ND ND ND ND NM ND ND 5-Feb-19 2.5 5 ND ND ND ND 2.7 J ND ND 8-Aug-19 2.5 5 0.93 J ND ND 1.6 J 3.2 J ND ND 14-Feb-20 0.9 5 2.5 J ND ND 1.3 J 16 --- ND *NES-2S > 19-Mar-20 0.9 5 NS NS NS NS NS 1.5 J ND Thallium 13-Jun-12 5.5 ND ND ND ND ND ND ND 22-Aug-12 5.5 ND 6.8 6.8 ND ND ND ND 25-Sep-12 5.5 ND ND ND ND ND ND ND GWPS = 0.28 pg/L 17-Oct-12 5.5 ND ND ND ND ND ND ND 6-Aug-13 5.5 ND ND ND ND ND ND ND 25-Feb-14 5.5 ND ND ND ND ND ND ND 13-Aug-14 5.4 5.5 ND ND ND ND ND ND ND 12-Mar-15 5 5.5 ND ND ND ND ND ND ND 18-Aug-15 5.5 ND ND ND ND ND ND ND 18-Feb-16 5 5.5 ND ND ND ND ND ND ND 11-Aug-16 5 5.5 ND ND ND ND ND ND ND 14-Feb-17 0.02 5.5 0.039 J 0.059 J ND ND ND ND ND 23-Aug-17 0.02 5.5 0.04 J 0.044 J ND ND 0.021 J ND ND IMAC = 0.2 pg/L 6-Feb-18 0.1 ND 0.034 J ND ND ND ND ND 16-Aug-18 0.02 5.5 ND ND ND ND NM ND ND 5-Feb-19 0.06 0.1 ND ND ND ND ND ND ND 8-Aug-19 0.06 0.1 ND ND ND ND ND ND ND 14-Feb-20 0.06 0.1 ND ND ND ND ND --- ND *NES-2S > 19-Mar-20 0.06 0.1 NS NS NS NS NS ND ND Granville County - Oxford Landfill, Unit 2 LaBella Associates Permit 3901-MSWLF-2012 Page 2 of 4 TABLE C-02: Historical Detected Constituents in Groundwater Analyte Sample Date DL RL MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S Blanks Vanadium 13-Jun-12 25 5.2 J ND ND 27.8 17.3 J 11 J ND 22-Aug-12 25 ND ND ND 30.2 69.5 9 J ND 25-Sep-12 25 8.3 J ND ND 33.4 16.5 J 8.2 J ND GWPS = 0.3 pg/L 17-Oct-12 25 29.7 ND ND 19.5 J 63.8 6.2 J ND 6-Aug-13 25 ND ND ND ND 9.2 J ND ND 25-Feb-14 25 ND ND ND 10.2 J ND ND ND 13-Aug-14 5 25 ND ND ND 11.8 J ND ND ND 12-Mar-15 2.5 25 ND 4.4 J 7.3 J 5 J ND 6.7 J ND 18-Aug-15 25 6.1 J ND ND 6.5 J 3.6 J 9.1 J ND 18-Feb-16 2.5 25 ND 2.9 J ND ND ND ND ND 11-Aug-16 2.5 25 ND ND 5.8 J 10 J 14.3 J 6.6 J ND 14-Feb-17 2.5 25 ND ND 5.2 J 4 J 9.1 J 5.4 J ND 23-Aug-17 2.5 25 18.6 J ND 2.6 J 4.6 J 11.9 J 6.4 J ND IMAC = 0.3 pg/L 6-Feb-18 25 23.5 J 3.4 J 4.4 J 4.7 J 3.3 J ND ND 16-Aug-18 2.5 25 ND ND ND 2.9 J NM 2.5 J ND 5-Feb-19 2.5 5 ND ND ND 2.9 J ND ND ND 8-Aug-19 2.5 5 2.2 J ND ND 5.3 1.8 J ND ND Resample --> 4-Sep-19 1.3 5 NS NS NS ND NS NS NS 14-Feb-20 1.3 5 9.2 ND 3.4 J 5.5 13.3 -- ND *Resample/NES-2S -> 19-Mar-20 1.3 5 7.9 J NS NS 3.2 J ND 5.6 ND Resample--> 23-Apr-20 1.3 5 NS NS NS NS NS 3.0 J ND Zinc 13-Jun-12 10 ND ND ND 10.5 ND ND ND NC 2L = 1,000 pg/L 22-Aug-12 10 ND ND 32 31 21.9 10.6 ND 25-Sep-12 10 11.7 ND ND 14.8 ND ND ND 17-Oct-12 10 32.5 ND ND 10.5 29 ND ND 6-Aug-13 10 ND ND ND ND ND ND ND 25-Feb-14 10 ND ND ND ND ND ND ND 13-Aug-14 10 10 ND ND ND ND ND ND ND 12-Mar-15 5 10 9.8 B 10.9 B 10.7 B 8.7 B 7.8 B 9.9 B 6.1 J 18-Aug-15 10 8.9 B ND ND ND ND 5.2 B 11.5 J 18-Feb-16 5 10 ND 13.1 ND ND ND 8.6 J ND 11-Aug-16 5 10 7.2 J 5.4 J ND 19.5 11.7 8.7 J ND 14-Feb-17 5 10 7 J 6 J 5.4 J 5.3 J 8.3 J 6 J ND 23-Aug-17 5 10 18 ND 6.3 J 5.1 J 15.5 6.9 J ND 6-Feb-18 10 ND ND ND ND ND ND ND 16-Aug-18 5 10 ND ND ND ND NM ND ND 5-Feb-19 5 10 ND ND ND ND ND ND ND 8-Aug-19 5 10 ND ND ND ND ND ND ND 14-Feb-20 3.9 10 9.6 J ND ND ND 20.2 --- ND *NES-2S > 19-Mar-20 3.9 10 NS NS NS NS NS ND ND ORGANICS cis-1,2-Dichloroethene 18-Aug-15 5 5 0.71 J 0.36 J ND ND ND ND ND NC 2L = 70 pg/L 18-Feb-16 5 5 ND ND ND ND ND ND ND 11-Aug-16 5 5 ND ND ND ND ND ND ND 14-Feb-17 0.19 5 ND ND ND ND ND ND ND 23-Aug-17 0.19 5 ND ND ND ND ND ND ND 6-Feb-18 0.19 5 ND ND ND ND ND ND ND 16-Aug-18 0.19 5 ND ND ND ND NM ND ND 5-Feb-19 0.29 1 ND ND ND ND ND ND ND 8-Aug-19 0.29 1 ND ND ND ND ND ND ND 14-Feb-20 0.29 1 ND ND ND ND ND ND ND Methylene Chloride 14-Feb-17 0.97 1 ND ND ND ND ND ND 1 NC 2L= 3.0 pg/L 23-Aug-17 0.97 1 ND ND ND ND ND ND 2.7 6-Feb-18 1 ND ND ND ND ND ND ND 16-Aug-18 0.97 1 ND ND ND ND NM ND ND 5-Feb-19 3.7 5 ND ND ND ND ND ND ND 8-Aug-19 3.7 5 ND ND ND ND ND ND ND 14-Feb-20 3.7 5 ND ND ND ND ND ND ND Trichlorofluoromethane 13-Jun-12 1 ND ND ND ND 0.78 B 0.85 B 0.74 J NC 2L = 2,000 pg/L 22-Aug-12 1 ND ND ND ND ND ND ND 25-Sep-12 1 ND ND ND ND ND ND ND 17-Oct-12 1 ND ND ND ND ND ND ND 6-Aug-13 1 ND ND ND ND ND ND ND 25-Feb-14 1 ND ND ND ND ND ND ND 13-Aug-14 2 ND ND ND ND ND ND ND 12-Mar-15 0.2 1 ND ND ND ND ND ND ND 18-Aug-15 1 ND ND ND ND ND ND ND 18-Feb-16 0.2 1 ND ND ND ND ND ND ND 11-Aug-16 0.2 1 ND ND ND ND ND ND ND 14-Feb-17 0.2 1 ND ND ND ND ND ND ND 23-Aug-17 0.2 1 ND ND ND ND ND ND ND 6-Feb-18 1 ND ND ND ND ND ND ND 16-Aug-18 0.2 1 ND ND ND ND NM ND ND 5-Feb-19 0.31 1 ND ND ND ND ND ND ND 8-Aug-19 0.31 1 ND ND ND ND ND ND ND 14-Feb-20 0.31 1 ND ND ND ND ND ND ND 1,4-Dioxane (p-Dioxane) 16-Aug-18 1.9 2 ND ND ND ND NM ND ND NC 2L = 3 pg/L 5-Feb-19 1.9 2 ND ND ND ND ND ND ND 8-Aug-19 1.9 2 ND ND ND ND ND ND ND 14-Feb-20 1.2 2 ND ND ND ND ND ND ND Granville County - Oxford Landfill, Unit 2 LaBella Associates Permit 3901-MSWLF-2012 Page 3 of 4 TABLE C-02: Historical Detected Constituents in Groundwater Sample Date DL RL MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S Blanks Notes: All concentrations are in micrograms per liter (pVL). RL = Reporting Limit (SWSL - December 2006 -2017; Lab MRL or PQL - 2017 to present). DL = Laboratory detection limit. J = Estimated value between the DL and the RL. B = Blank -qualified data; result is expected to be biased high based on concentrations in the blanks. ND = Not detected above laboratory reporting limit. NC 2L = North Carolina Groundwater Standards from 15A NCAC 2L.0202. GWPS = Groundwater protection standard determined by the NCDEQ-SWS (no longer used). IMAC = Interim Maximum Allowable Concentration. Bold values for groundwater are above the NC 2L Standards or IMACs. -- = Well was not monitored and/or not reported. Detections of c-1,2-DCE in MW-7 and MW-8 in August 2015 are suspect. The sample collected from MW-7 at the same time for Unit 1 showed no detected c-1,2-DCE. * The March 19, 2020, sampling event was a resampling event for MW-7, MW-10, and MW-11; however, it was the initial event for NES-2S. Granville County - Oxford Landfill, Unit 2 La Bella Associates Permit 3901-MSWLF-2012 Page 4 of 4 TABLE A3-3: Historical Surface Water Constituents Analyte Sample Date EPA Method DL RL SW-1 SW-2 SW-3 SW-4 Blanks INORGANICS Arsenic 12-Mar-15 EPA 6010 2.5 10.0 4.9 J 2.7 J ND ND ND INC 2B = 50 (05/01/07) 19-Aug-15 EPA 6010 2.5 10.0 ND Dry ND ND ND 18-Feb-16 EPA 6010 2.5 10.0 ND ND ND ND ND 11-Aug-16 EPA 6010 2.5 10.0 6.8 J 7.3 J ND ND ND 14-Feb-17 EPA 6010 5.0 10.0 ND ND ND ND ND 23-Aug-17 EPA 6010 5.0 10.0 ND Dry ND ND ND 6-Feb-18 EPA 6010 5.0 10.0 ND ND ND ND ND 16-Aug-18 EPA 6010D 5.0 10.0 ND ND ND ND ND 5-Feb-19 EPA 6010D 5.0 10.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 4.7 10.0 5.1 J ND ND 6.1 J ND 14-Feb-20 EPA 6010D 4.7 10.0 ND ND ND ND ND Barium 13-Aug-14 EPA 6010 5.0 100 47.4 J 43.9 J 22.1 J 33.9 J ND 12-Mar-15 EPA 6010 2.5 100 28.5 J 42 J 22.5 J 24.6 J ND INC 2B = NE (05/01/07) 19-Aug-15 2.5 100 37 J Dry 23.9 J 32.7 J ND 18-Feb-16 EPA 6010 2.5 100 58.2 J 55.0 J 22.0 J 26.3 J ND 11-Aug-16 EPA 6010 2.5 100 175 152 23.4 J 26.5 J ND 14-Feb-17 EPA 6010 2.5 100 285 38.2 J 18.6 J 21.4 J ND 23-Aug-17 EPA 6010 2.5 100 31.6 J Dry 32.3 J 33.3 J ND 6-Feb-18 EPA 6010 2.5 100 22.4 J 33.5 J 23.7 J 32.3 J ND 16-Aug-18 EPA 6010D 2.5 100 19.1 J 28.3 J 24.2 J 38.2 J ND 5-Feb-19 EPA 6010D 2.5 5.0 47.6 30.7 22.9 23.1 ND 8-Aug-19 EPA 6010D 1.0 5.0 23 17.3 23.3 44.5 ND 14-Feb-20 EPA 6010D 1.0 5.0 18.4 26.4 26.5 29.3 ND Beryllium 11-Aug-16 EPA 6010 0.50 1.0 1.9 1.7 ND ND ND 14-Feb-17 EPA 6010 0.50 1.0 ND ND ND ND ND INC 2B = 6.5 pg/L 23-Aug-17 EPA 6010 0.50 1.0 ND Dry ND ND ND 6-Feb-18 EPA 6010 0.50 1.0 ND ND ND ND ND 16-Aug-18 EPA 6010D 0.50 1.0 ND ND ND ND ND 5-Feb-19 EPA 6010D 0.50 1.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 0.20 1.0 ND ND ND ND ND 14-Feb-20 EPA 6010D 0.20 1.0 ND 0.46 J ND ND ND Chromium 13-Aug-14 EPA 6010 5.0 10.0 10.8 10 J ND ND ND 12-Mar-15 EPA 6010 2.5 10.0 4.0 J 3.1 J ND 2.6 J ND INC 2B = 50 pg/L (05/01/07) 19-Aug-15 EPA 6010 2.5 10.0 ND Dry ND ND ND 18-Feb-16 EPA 6010 2.5 10.0 ND ND ND ND ND INC 2B = 24 pg/L (3/01/16) 11-Aug-16 EPA 6010 2.5 10.0 63.0 55.1 5.2 J ND ND 13-Sep-16 EPA 6010 2.5 10.0 13.8(N D) DRY INS INS ND 14-Feb-17 EPA 6010 2.5 10.0 6.1 J 7.2 J 3.0 J ND ND 23-Aug-17 EPA 6010 2.5 10.0 7.0 J Dry ND ND ND 6-Feb-18 EPA 6010 2.5 10.0 2.8 J 5.4 J ND 2.7 J ND 16-Aug-18 EPA 6010D 2.5 10.0 ND 3.2 J ND ND ND 5-Feb-19 EPA 6010D 2.5 5.0 3.0 J ND ND ND ND 8-Aug-19 EPA 6010D 1.0 5.0 2.6 J 2.1 J ND 2.2 J ND 14-Feb-20 EPA 6010D 1.0 5.0 2.0 J 3.6 J 2.6 J 3.1 J ND Cobalt 11-Aug-16 EPA 6010 2.5 10.0 16.7 12.7 ND ND ND 14-Feb-17 EPA 6010 2.5 10.0 4.0 J ND ND ND ND 23-Aug-17 EPA 6010 2.5 10.0 ND Dry ND ND ND 6-Feb-18 2.5 10.0 ND ND ND ND ND 16-Aug-18 EPA 6010D 2.5 10.0 ND ND ND ND ND 5-Feb-19 EPA 6010D 2.5 5.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 1.1 5.0 1.4 J ND ND 2.9 J - 14-Feb-20 EPA 6010D 1.1 5.0 ND ND ND ND ND Copper 13-Aug-14 EPA 6010 5.0 10.0 9.6 J 7.7 J ND ND ND 12-Mar-15 EPA 6010 2.5 10.0 3.1 J 2.6 J ND ND ND NC 2B = 7 pg/L (05/01/07) 19-Aug-15 EPA 6010 2.5 10.0 ND Dry ND ND ND 18-Feb-16 EPA 6010 2.5 10.0 6.3 J 5.7 J ND ND ND NC 2B = 2.7 pg/L (3/01/16) 11-Aug-16 EPA 6010 2.5 10.0 39.9 34.5 ND ND ND Resample > 13-Sep-16 EPA 6010 2.5 10.0 9.3 (2.5 B) B DRY INS INS 3.5 B 14-Feb-17 EPA 6010 2.5 10.0 5.8 J 5.2 J ND ND ND 23-Aug-17 EPA 6010 2.5 10.0 4.5 J Dry ND ND ND 6-Feb-18 EPA 6010 2.5 10.0 6.8 J 8.0 J 2.7 J 3.6 J ND 16-Aug-18 EPA 6010D 2.5 10.0 3.9 J 3.0 J ND ND ND 5-Feb-19 EPA 6010D 2.5 5.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 2.1 5.0 4.4 J 3.6 J 2.7 J 2.7 J ND 14-Feb-20 EPA 6010D 2.1 5.0 3.7 J 4.4 J 2.8 J 2.9 J ND Iron 6-Feb-18 EPA 6010 25.0 300 INS INS 1520 2920 ND 16-Aug-18 EPA 6010D 25.0 300 3320 2750 - - 27.8 J 5-Feb-19 EPA 6010D 25.0 50 - - - - ND 14-Feb-20 EPA 6010D 19.5 50 - - - - ND Granville Co. - Oxford Landfill, Unit 2 La Bella Associates Permit No. 3901-MSWLF-2012 Page 1 of 3 TABLE A3-3: Historical Surface Water Constituents Analyte Sample Date EPA Method DL RL SW-1 SW-2 SW-3 SW-4 Blanks Lead 18-Feb-16 EPA 6010 2.5 10.0 4.0 B 2.6 B ND ND 2.7 J NC 2B = 25 (05/01/07) 11-Aug-16 EPA 6010 2.5 10.0 16.6 13.6 ND ND ND Resample > 13-Sep-16 2.5 10.0 4.1 (2.6 J) J DRY INS INS ND 14-Feb-17 EPA 6010 2.5 10.0 2.5 J 2.5 J ND ND ND 23-Aug-17 EPA 6010 2.5 10.0 2.5 J Dry ND ND ND 6-Feb-18 2.5 10.0 ND ND ND ND ND 16-Aug-18 EPA 6010D 2.5 10.0 ND ND ND ND ND 5-Feb-19 EPA 6010D 2.5 5.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 1.6 5.0 ND ND ND 1.6 J - 14-Feb-20 EPA 6010D 1.6 5.0 ND ND ND ND ND Manganese 6-Feb-18 2.5 50.0 INS NS 11.6 J 25.8 J ND 16-Aug-18 EPA 6010D 2.5 50.0 176 45.2 J - - ND 5-Feb-19 EPA 6010D 2.5 5.0 - - - - ND 14-Feb-20 EPA 6010D 0.9 5.0 - - - - ND Nickel 13-Aug-14 EPA 6010 5.0 50.0 7.5 J 5.4 J ND ND ND 12-Mar-15 EPA 6010 2.5 50.0 3 J 2.8 J ND ND ND NC 2B = 88 pg/L (05/01/07) 19-Aug-15 2.5 50.0 ND Dry ND ND ND 18-Feb-16 EPA 6010 2.5 50.0 3.3 J 3.0 J ND ND ND II-Aug-16 EPA 6010 2.5 50.0 22.8 J 19.4 J 2.8 J ND ND 14-Feb-17 EPA 6010 2.5 50.0 4.2 J 4.1 J ND ND ND 23-Aug-17 EPA 6010 2.5 50.0 3.7 J Dry ND ND ND 6-Feb-18 EPA 6010 2.5 50.0 ND 3.2 J ND ND ND 16-Aug-18 EPA 6010D 2.5 50.0 ND ND ND ND ND 5-Feb-19 EPA 6010D 2.5 5.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 0.9 5.0 2.9 J 1.8 J ND 1.9 J ND 14-Feb-20 EPA 6010D 0.9 5.0 2.5 J 3.2 J 1.2 J 1.3 J ND Selenium II-Aug-16 EPA 6010 5.0 10.0 ND 6.0 J ND ND ND 14-Feb-17 EPA 6010 5.0 10.0 ND ND ND ND ND 23-Aug-17 EPA 6010 5.0 10.0 ND Dry ND ND ND 6-Feb-18 EPA 6010 5.0 10.0 ND ND ND ND ND 16-Aug-18 EPA 6010D 5.0 10.0 ND ND ND ND ND 5-Feb-19 EPA 6010D 5.0 10.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 4.7 10.0 ND ND ND ND ND 14-Feb-20 EPA 6010D 4.7 10.0 ND ND ND ND ND Vanadium 13-Aug-14 EPA 6010 5.0 25.0 18.0 J 18.2 J ND 9.3 J ND 12-Mar-15 EPA 6010 2.5 25.0 7.8 J 8.3 J 3.1 J 6.3 J ND NC 2B=NE (05/01/07) 19-Aug-15 EPA 6010 2.5 25.0 2.8 J Dry 2.7 J 4.3 J ND 18-Feb-16 EPA 6010 2.5 25.0 6.4 J 6.1 J ND ND ND II-Aug-16 EPA 6010 2.5 25.0 160 144 ND 2.7 J ND 14-Feb-17 EPA 6010 2.5 25.0 18.2 J 20.8 J ND ND ND 23-Aug-17 EPA 6010 2.5 25.0 20.5 J Dry 4.6 J ND ND 6-Feb-18 EPA 6010 2.5 25.0 6.9 J 14.4 J 4.3 J 8.2 J ND 16-Aug-18 EPA 6010D 2.5 25.0 7.6 J 5.8 J 3.7 J ND ND 5-Feb-19 EPA 6010D 2.5 5.0 6.5 4.9 J ND ND ND 8-Aug-19 EPA 6010D 1.3 5.0 8.5 6.7 3.3 J 7.9 ND 14-Feb-20 EPA 6010D 1.3 5.0 4.1 J 8.1 3.8 J 6.1 ND Zinc 13-Aug-14 EPA 6010 5.0 10.0 14.3 ND ND ND ND 12-Mar-15 EPA 6010 5.0 10.0 62.3 11.6 B 8.5 B 10.8 B 6.1 J NC 2B = 50 pg/L (05/01/07) 19-Aug-15 EPA 6010 5.0 10.0 ND Dry ND ND 11.5 J 18-Feb-16 EPA 6010 5.0 10.0 13.0 11.0 ND ND ND NC 2B = 36 pg/L (03/01/16) II-Aug-16 EPA 6010 5.0 10.0 66.4 54.1 13.0 5.6 J ND Resample > 13Sep-16 EPA 6010 5.0 10.0 14.5 (5.9 J) B DRY INS INS ND 14-Feb-17 EPA 6010 5.0 10.0 11.0 9.6 J 7.0 J ND ND 23-Aug-17 EPA 6010 5.0 10.0 7.6 J Dry ND ND ND 6-Feb-18 EPA 6010 5.0 10.0 9.4 J 6.8 J ND ND ND 16-Aug-18 EPA 6010D 5.0 10.0 6.2 J ND ND ND ND 5-Feb-19 EPA 6010D 5.0 10.0 ND ND ND ND ND 8-Aug-19 EPA 6010D 3.9 10.0 7.3 J ND ND 7.2 J ND 14-Feb-20 EPA 6010D 3.9 10.0 8.2 J 7.7 J 4 J 4.7 J ND Hardness, Total (SM 2340B) 5-Feb-19 EPA 6010D 662 662 38,800 55,700 13,800 17,400 - 8-Aug-19 EPA 6010D 131 662 19,800 26,400 17,400 28,200 - 14-Feb-20 EPA 6010D 131 662 16,900 29,200 10,800 12,300 - Granville Co. - Oxford Landfill, Unit 2 La Bella Associates Permit No. 3901-MSWLF-2012 Page 2 of 3 TABLE A3-3: Historical Surface Water Constituents Analyte Sample Data EPA Method DL RL SW-1 SW-2 SW-3 SW-4 Blanks ORGANICS 2-Hexanone 11- Aug -16 EPA 8260 0.46 50.0 1.2 1 ND ND ND ND 14-Feb-17 EPA 8260 0.46 50.0 ND ND ND ND ND 23-Aug-17 EPA 8260 0.46 50.0 ND Dry ND ND ND 6-Feb-18 EPA 8260 0.46 50.0 ND ND ND ND ND 16-Aug-18 EPA 8260B 0.46 50.0 ND ND ND ND ND 5-Feb-19 EPA 8260B 0.57 5.0 ND ND ND ND ND 8-Aug-19 EPA 8260D 0.57 5.0 ND ND ND ND ND 14-Feb-20 EPA 8260D 0.57 5.0 ND ND ND ND ND 1,4-Dioxane (p-Dioxane) 16-Aug-18 EPA 8260E Mod. 1.90 2.0 ND 4.5 NO NO ND 5-Feb-19 EPA 8260E Mod. 1.90 2.0 ND 5.9 NO NO ND 8-Aug-19 EPA 8260D Mod. 1.20 2.0 ND 2.6 NO NO ND 14-Feb-20 EPA 8260D Mod. 1.20 2.0 ND 1.6 1 ND ND ND Notes: All concentrations are in micrograms per liter (pg/L). RL=Reporting Limit (SWSL for December 2006 - present). DL = Laboratory detection limit. 1 = Estimated value between the DL and the RL. B = Blank -qualified data; result is expected to be biased high based on concentrations in the blanks. ND = Not detected above laboratory reporting limit. NS = Not sampled. NR = Not Reported. Dry =Surface water point considered to be dry. NC 2B = North Carolina Surface Water Standards from 15A NCAC 2B. NE = Not established. Bold values for surface water are above the NC 2B. Surface waters are classified as fresh -water aquatic life. 9/13/16 RHSAMPLE = Parenthesis indicate Dissolved concentrations. Granville Co. - Oxford Landfill, Unit 2 La Bella Associates Permit No. 3901-MSWLF-2012 Page 3 of 3 TABLE A3-4: Historical Groundwater Field Parameters PARAMETER SAMPLE DATE MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S pH 3/12/2015 6.53 7.45 6.96 6.73 6.8 6.5 (S.U.) 8/18/2015 6.27 7.77 6.98 6.01 6.02 5.88 2/18/2016 6.89 7.45 7.11 6.93 6.46 6.13 8/10/2016 4.55 5.51 5.01 5.34 5.31 6.13 2/15/2017 6.52 7.90 7.43 6.04 6.14 6.42 8/23/2017 6.63 7.36 7.47 6.55 6.04 6.65 2/7/2018 6.51 7.68 7.53 6.31 7.00 5.86 8/16/2018 6.61 7.79 7.18 5.98 6.03* 6.02 2/5/2019 6.32 8.16 7.24 6.73 6.04 6.18 8/8/2019 6.01 7.55 6.39 6.34 6.32 5.55 Resample -> 9/4/2019 - - - 5.38 - 2/12/2020 6.06 7.88 6.90 6.98 6.88 5.58 *Resample/NES-2S -> 3/19/2020 3.57 - 5.06 3.76 4.32 Resample -> 4/23/2020 - - - - - 5.2 Resample-> 5/18/2020 6.24 - - 6.13 Temperature 3/12/2015 13.9 14.7 15.6 12.1 12.3 15.9 (°C) 8/18/2015 17.26 19.6 21.62 21.09 19.56 19.09 2/18/2016 12.8 15.6 14.7 12.6 12.1 11.3 8/10/2016 16.70 18.70 15.80 18.40 17.40 18.30 2/15/2017 12.00 14.80 14.70 14.60 13.40 11.60 8/23/2017 16.8 21.0 15.9 17.5 18.2 18.4 2/7/2018 14.9 14.55 15.1 12.8 12.7 11.3 8/16/2018 17.9 20.6 20.4 22.1 22.0* 28.1 2/5/2019 15.9 17.0 15.2 13.3 15.1 18.8 8/8/2019 20.4 20.0 20.2 20.0 23.22 22.7 Resample -> 9/4/2019 - - - 24.9 - -- 2/12/2020 15.6 15.0 15.5 15.4 13.4 14.4 *Resample/NES-2S -> 3/19/2020 17.9 - 15.6 14.6 16.5 Resample -> 4/23/2020 - - - - 14.5 Resample-> 5/18/2020 18.0 - - 16.7 Conductivity 3/12/2015 123.4 193.8 285.7 141.2 84.8 114.2 (PS/cm) 8/18/2015 284 282 268 108 89 112 2/18/2016 250 195.8 290.3 166.7 122.9 95.7 8/10/2016 287.10 215.00 249.40 132.10 131.00 123.70 2/15/2017 239.00 182.70 268.40 83.40 108.30 112.40 8/23/2017 297.2 222.2 284.3 89.3 116.4 133.3 2/7/2018 285 187 277 43.0 95.0 107 8/16/2018 364.1 242.4 337.5 151.1 153.0* 246.8 2/5/2019 305.1 226.3 282.7 161.6 127.5 133.1 8/8/2019 319.5 211.8 292.3 132.7 133.9 136.1 Resample -> 9/4/2019 - - - 150.6 - -- 2/12/2020 371.3 230.8 344.2 174.7 132.8 194.3 *Resample/NES-2S -> 3/19/2020 393.4 - 230.6 148.9 192.2 Resample -> 4/23/2020 - - - - - 184.8 Resample-> 5/18/2020 367.9 - - - 179.8 Turbidity 3/12/2015 5.33 15.2 25.1 9.2 9.57 8.75 (NTU) 8/18/2015 22.7 12.84 10.2 10.9 10.0 11.85 2/18/2016 8.25 10.25 11.2 11.25 25.4 8.55 8/10/2016 7.95 11.17 10.25 11.92 15.25 16.41 2/15/2017 4.54 4.44 10.78 9.10 12.45 5.25 8/23/2017 12.7 5.41 5.98 10.8 20.25 9.38 2/7/2018 15.4 16.69 17.05 30.0 27.18 18.06 8/16/2018 4.64 15.08 2.10 23.96 13.84* 17.35 2/5/2019 6.57 5.96 3.49 20.20 16.90 3.05 8/8/2019 6.31 2.42 8.58 40.30 11.60 1.44 Resample -> 9/4/2019 - - - 0.95 - -- 2/12/2020 98.30 1.29 12.03 39.40 137.10 3.80 *Resample/NES-2S -> 3/19/2020 22.51 - 8.41 3.84 31.52 Resample -> 4/23/2020 - - - - - 11.1 Resample-> 5/18/2020 22.54 - - - 77.58 Granville Co. - Oxford Landfill, Unit 2 LaBella Associates Permit No. 3901-MSWLF-2012 Page 1 of 2 TABLE A3-4: Historical Groundwater Field Parameters PARAMETER SAMPLE DATE MW-7 MW-8 MW-9 MW-10 MW-11 NES-2S Dissolved Oxygen (mg/L) 8/8/2019 2.43 2.58 1.55 2.12 2.09 0.50 Resample -> 9/4/2019 - - - 0.44 - -- 2/12/2020 2.93 1.67 3.09 2.00 2.29 1.73 3/19/2020 3.04 0.75 0.29 0.32 Resample-> 4/23/2020 - - - - 0.1 5/18/2020 2.66 1.06 Oxidation Reduction Potential (mV) 8/8/2019 180.2 125.5 145.4 166.1 178.3 183.7 Resample -> 9/4/2019 - - - 128.9 - -- 2/12/2020 334.8 289.6 263.9 237.0 324.2 364.4 *Resample/NES-2S -> 3/19/2020 246.4 - - 228.6 286.5 189.6 Resample -> 4/23/2020 - - - - - 132.8 Resample-> 5/18/2020 72.5 -- - - 61.9 Notes: pS/cm = microSemens per centimeter. mg/L = milligrams per liter. °C= degrees Centigrade. my = millivolts. S.U.= Standard Units. - = Data not available. NTU = Nephelometric Turbidity Units. * The March 19, 2020, sampling event was a resampling event for MW-7, MW-10, and MW-11; however, it was the initial event for NES-2S. Granville Co. - Oxford Landfill, Unit 2 LaBella Associates Permit No. 3901-MSWLF-2012 Page 2 of 2 TABLE A3-5: Historical Surface Water Field Parameters PARAMETER SAMPLE DATE SW-3 SW-4 pH 3/12/2015 7.25 6.94 (S.U) 8/18/2015 7.55 6.39 2/18/2016 7.35 6.88 8/10/2016 5.63 5.39 2/15/2017 7.01 6.35 8/23/2017 6.96 6.42 2/7/2018 6.75 6.25 8/16/2018 8.00 6.58 2/6/2019 7.61 7.44 8/8/2019 6.99 6.30 2/12/2020 7.84 6.80 Temperature 3/12/2015 13.3 14.4 (°C) 8/18/2015 25.20 23.44 2/18/2016 10.8 10.2 8/10/2016 24.30 23.40 2/15/2017 10.90 6.90 8/23/2017 23.70 23.40 2/7/2018 8.95 8.25 8/16/2018 24.0 22.0 2/6/2019 13.7 11.7 8/8/2019 23.4 23.4 2/12/2020 12.5 12.0 Conductivity 3/12/2015 39.3 46.3 (PS/cm) 8/18/2015 72 88 2/18/2016 33.7 36.4 8/10/2016 53.70 84.90 2/15/2017 51.00 45.70 8/23/2017 72.80 111.10 2/7/2018 40.0 47.0 8/16/2018 76.4 126.7 2/6/2019 43.8 52.1 8/8/2019 58.0 72.2 2/12/2020 39.0 44.6 Turbidity 3/12/2015 17 37.7 (NTU) 8/18/2015 7.87 32.9 2/18/2016 13.1 43.5 8/10/2016 10.05 7.87 2/15/2017 11.70 5.80 8/23/2017 25.71 17.51 2/7/2018 22.45 44.03 8/16/2018 22.90 15.00 2/6/2019 16.70 27.50 8/8/2019 28.51 28.70 2/12/2020 29.69 39.98 Dissolved Oxygen 8/8/2019 1.64 1.88 (mg/L) 2/12/2020 3.30 5.66 Oxidation Reduction Potential 8/8/2019 165.0 189.3 (mV) 2/12/2020 295.0 291.5 Notes: pS/cm = microSemens per centimeter. °C= degrees Centigrade. S.U.=Standard Units. NTU = Nephelometric Turbidity Units. my = millivolts mg/L = milligrams per liter °C = degrees centigrade (Celsius) Granville Co. - Oxford Landfill, Unit 2 La Bella Associates Permit No. 3901-MSWLF-2012