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HomeMy WebLinkAbout3404_CityOfKernersville_GWMR_DIN27758_20160909 2211 W. Meadowview Rd., #101 Greensboro, NC 27409 tel: 336/323-0092 fax: 336/323-0093 www.JoyceEngineering.com September 9, 2016 Ms. Jaclynne Drummond Compliance Hydrogeologist NC Department of Environment and Natural Resources Division of Waste Management – Solid Waste Section 2090 US Highway 70 Swannanoa, Nc 28778 RE: First Semiannual Water Quality Monitoring Report of 2016 Closed Town of Kernersville Landfill, Permit No. 34-04 Forsyth County, North Carolina JOYCE Project No. 00838.1601.12 Task No. 02 Dear Ms. Drummond: On behalf of the Town of Kernersville, Joyce Engineering is submitting the First Semiannual Water Quality Monitoring Report of 2016 for the closed Town of Kernersville Landfill, Permit No. 34-04. The attached report contains electronic versions of the complete report and all appendices for the June 2016 sampling event. Also attached is the North Carolina Environmental Monitoring Reporting Form for the June 2016 monitoring event. If you wish to have a hard copy of the report, drawings, or appendices, we will be happy to provide it upon your request. Please feel free to contact me or Alex Everhart at (336) 323-0092 if you have any questions regarding this report. Sincerely, JOYCE ENGINEERING Hannu Kemppinen P.G. Senior Project Consultant Attachment C: Thad Buck – Town of Kernersville, Solid Waste Superintendent PREPARED FOR: TOWN OF KERNERSVILLE PUBLIC WORKS DEPARTMENT P.O. BOX 728 KERNERSVILLE, NORTH CAROLINA 27285-0728 CLOSED TOWN OF KERNERSVILLE LANDFILL PERMIT NO. 34-04 FIRST SEMIANNUAL WATER QUALITY MONITORING REPORT OF 2016 SEPTEMBER 2016 PREPARED BY: 2211 WEST MEADOWVIEW ROAD, SUITE 101 GREENSBORO, NORTH CAROLINA 27407 NC LICENSE NUMBER C-0782 PHONE: (336) 323-0092 FAX: (336) 323-0093 JOYCE PROJECT NO. 838.1601.12 ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 i First Semiannual Water Quality Monitoring Report of 2016 Closed Town of Kernersville Landfill Forsyth County, North Carolina TABLE OF CONTENTS 1.0 INTRODUCTION............................................................................................................. 1 1.1 Site Information .................................................................................................................. 1 1.2 Site Geology and Hydrogeology ......................................................................................... 1 1.3 Regulatory Status ................................................................................................................ 1 2.0 FACILITY MONITORING PROGRAM ...................................................................... 2 2.1 Groundwater Monitoring Program ..................................................................................... 2 2.2 Surface Water Monitoring Program .................................................................................... 3 3.0 FIRST SEMIANNUAL SAMPLING EVENT OF 2015 ............................................... 3 3.1 Field Work and Visual Inspection ...................................................................................... 3 3.2 Laboratory Analysis and Quality Control ........................................................................... 4 4.0 DATA ANALYSIS ............................................................................................................ 5 4.1 Groundwater Data Analysis and Comparisons to Standards .............................................. 5 4.2 Surface Water Data Analysis and Comparisons to Standards ............................................ 5 5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA)................ 6 5.1 MNA Parameters and Biodegradation Screening Matrix ................................................... 6 6.0 CONCLUSION ................................................................................................................. 7 7.0 REFERENCES .................................................................................................................. 7 Tables Table 1A Summary of Historical Groundwater Elevations Table 1B Monitoring Well and Boring Completion Summary Table 2 Summary of Estimated Hydraulic Gradient and Linear Velocity Table 3 Summary of Historical Groundwater Constituents Table 4 Summary of Historical Surface Water Constituents Table 5 Summary of MNA Constituents Table 6 MNA Screening Matrix ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 ii First Semiannual Water Quality Monitoring Report of 2016 Closed Town of Kernersville Landfill Forsyth County, North Carolina TABLE OF CONTENTS (Continued) Figure Figure 1 Site Location Map Drawing Drawing 1 Potentiometric Surface Contour Map Appendices Appendix I Laboratory Analytical Reports and Field Data Logs Appendix II Summary of Detected Constituents Appendix III Summary of Exceedances Appendix IV Summary of Field Parameters ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 1 1.0 INTRODUCTION 1.1 Site Information The closed Town of Kernersville Landfill is a closed, unlined municipal solid waste (MSW) landfill located on approximately 58.2 acres in Forsyth and Guilford Counties, NC, approximately 10 miles north of the City of Kernersville. The waste disposal area comprises approximately 13.8 acres. The property boundary is indicated on an excerpt from the 7.5 minutes USGS topographic map for Belews Creek, North Carolina (Figure 1). The facility was issued a Permit to Operate on May 15, 1985 and a letter of closure was issued on December 10, 1991. The area surrounding the landfill is zoned residential/agricultural and contains open fields and woodlands. The landfill is separated to the North from the Waste Management Piedmont Landfill and Recycling Center Facility by Freeman Road. The landfill is bounded to the south by an unnamed tributary of Belews Creek. 1.2 Site Geology and Hydrogeology The closed Town of Kernersville Landfill is located in the Piedmont physiographic providence of North Carolina and is underlain by intrusive granitic rocks of Pennsylvanian to Permian age which are part of the Charlotte Belt Geologic Unit. The uppermost aquifer is unconfined and includes both saprolite and uppermost fractured bedrock, which are well connected. The groundwater level measurements taken on June 28, 2016, were used to construct the groundwater surface contours shown in Drawing 1. Historical static water levels are provided in Table 1A. Well construction parameters can be found in Table 1B. Groundwater flow at the site is generally to the southwest. Using the hydraulic gradients along the flow paths shown on Drawing 1, the linear flow velocity (V) was estimated using the modified Darcy equation: V=Ki/n. The hydraulic gradient (i) is 0.03 ft/ft. An effective porosity value (n) of 30 percent was estimated and a hydraulic conductivity (K) 1.73 ft/day was estimated from slug tests completed by JOYCE in November 2013 at the closed Town of Kernersville Landfill. The calculated groundwater flow rate averages approximately 63.26 ft/year. A summary of the hydraulic gradients and linear flow velocities is provided in Table 2. 1.3 Regulatory Status The closed Town of Kernersville Landfill is currently monitoring groundwater in accordance with criteria set forth in Title 15A Subchapter 13B .0500 of the North Carolina Solid Waste Management Rules (NCSWMR) for municipal solid waste landfills (MSWLF) closed prior to October 9, 1993. ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 2 Based on the presence of constituents above 2L standards that could potentially be crossing the facility boundary, Solid Waste Section (SWS) requested that Kernersville submit a Groundwater Assessment Plan to evaluate site conditions as they relate to groundwater quality. The Groundwater Assessment Report was submitted to SWS on May 13, 2013. The Groundwater Assessment Report concluded that, based on site hydrogeology, it is very unlikely that the site impacts above 2L standards are crossing the boundary. In a July 16, 2013, response to the Groundwater Assessment Report, SWS determined that despite the conclusion of the Assessment Report, the detection of VOCs at concentrations that exceed 2L standards beyond the compliance boundary of the site constitutes a violation of Solid Waste Section regulations. As required by SWS JOYCE submitted a Corrective Action Plan (CAP) on behalf of the closed Town of Kernersville Landfill in July 2014. SWS approved the Corrective Action Plan in a letter dated November 4, 2014. 2.0 FACILITY MONITORING PROGRAM 2.1 Groundwater Monitoring Program The current groundwater compliance monitoring network includes six monitoring wells, including one upgradient well and five downgradient wells. These wells are summarized below, along with their current monitoring program status. Monitoring Well Classification Monitoring Program Total Depth from TOC (ft) MW-1 Former Background Water Levels Only 34.69 MW-2 Compliance/MNA Detection (.0500)/CAP 13.18 MW-3S Compliance/MNA Detection (.0500)/CAP 24.00 MW-3D Compliance/MNA Detection (.0500)/CAP 56.96 MW-4 Compliance/MNA Detection (.0500)/CAP 14.40 MW-5 Compliance Detection (.0500) 11.36 MW-6 Background/MNA Detection (.0500)/CAP 20.46 *TOC = Top of casing. Corrective Action Plan (CAP): Monitored Natural Attenuation (MNA) and Phytoremediation The locations of the monitoring wells are shown on Drawing 1. Existing monitoring well MW-6 serves as the background well for the facility. Monitoring well MW-6 replaced MW-1 as the facility’s background well due to infrequent opportunities to sample the well as a result of low well volumes or the well-being dry. Downgradient monitoring wells MW-2, -3S, -3D, -4, and -5 are monitored as part of the compliance network for the facility. MW-1 is monitored for water levels only, as conditions permit. As a condition of the CAP monitoring wells MW-2, -3S, -3D, -4 and -6 are now monitored for the MNA constituents; nitrate, sulfate, chloride, sulfide, alkalinity, total organic carbon, methane, ethane, ethene, volatile fatty acids, dissolved hydrogen, biological oxygen demand, chemical oxygen demand. ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 3 Groundwater samples are collected semiannually during the second and fourth quarters. Samples are analyzed for all constituents listed in the NCSWMR Appendix I and MNA parameters during both the first and second semiannual events. 2.2 Surface Water Monitoring Program Surface water at the closed Town of Kernersville Landfill is monitored semiannually in conjunction with the groundwater sampling events. Samples are collected from three surface water monitoring points (SW-1, SW-2, and SW-3). The locations of the surface water monitoring points are shown on Drawing No. 1. Surface water samples are collected and analyzed for the NCSWMR Appendix I list of constituents during both semiannual monitoring events. The results are compared to the 15A NCAC 2B (NC 2B) Surface Water Standards in a value-to-value comparison. These surface water monitoring points are summarized below, along with their current monitoring program status. Surface Point Classification Monitoring Program SW-1 Up Stream/Compliance Surface Water SW-2 Compliance Surface Water SW-3 Compliance Surface Water 3.0 First SEMIANNUAL SAMPLING EVENT OF 2016 3.1 Field Work and Visual Inspection In order to detect potential releases of leachate and/or landfill gas migration in a timely manner, a visual inspection program has been implemented at the closed Town of Kernersville Landfill. This inspection program involves field personnel making the following observations:  Observation of stress induced on the biological community (i.e., dead or dying vegetation),  Indications of leachate impact (i.e., seeps, impacted surface water),  Observations of erosion; and  Negative changes around the waste facility. On June 28-29, 2016, Joyce Engineering (JOYCE) personnel visited the facility to purge and sample the facility’s monitoring wells MW-2, MW-3S, MW-3D, MW-4 and MW-5. Well MW-6 was dry and was not sampled. Prior to purging, the depth to static water level was measured for all monitoring wells with an electronic water level indicator, accurate to 0.01 foot. MW-1 was measured for a static water level only. Monitoring wells were purged and sampled using either disposable bailers or a peristaltic pump. Measurements of temperature, pH, specific conductivity, dissolved oxygen, oxidation reduction ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 4 potential and turbidity were recorded in the site specific log book prior to purging, after each purge volume, and during sampling. Prior to sampling, laboratory-supplied containers were prepared with the following information:  Monitoring well number (completed by 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),  Chemical preservative (completed by the laboratory); and  Requested chemical analysis (completed by the laboratory). Groundwater samples from each monitoring well were collected directly from the disposable bailers in the provided laboratory containers either immediately after purging or within 24 hours of the final purge volume. Immediately after collection, the samples were placed in a laboratory provided cooler and chilled on ice. Field data logs are provided in the Appendix to this report. Surface water samples were collected directly from stream flow, by lowering the prepared sample containers into the stream flow with the opening facing into the current flow. Care was taken not to overflow the sample containers (which could lead to preservative loss) and 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 data logs are provided in the Appendix. 3.2 Laboratory Analysis and Quality Control The June 2016 groundwater and surface water samples were submitted to Pace Analytical Services, Inc. of Huntersville, North Carolina under chain-of-custody control for analysis. As presented earlier, the groundwater samples were analyzed for the NCSWMR Appendix I and MNA constituents. JOYCE requested a Level II data report for the final laboratory report. The samples were received by the laboratory on June 29, 2016, in good condition, properly preserved, and within analysis hold times. In addition to samples collected for compliance monitoring at the closed Town of Kernersville Landfill, a Field Blank was collected by JOYCE personnel as part of the June 2016 sampling event. Also, a Trip Blank was prepared by the laboratory to accompany the volatile sampling containers during shipment to and from the laboratory. The June 2016 Field Blank was analyzed for the NCSWMR Appendix I constituents while the June 2016 Trip Blank was analyzed for the NCSWMR Appendix I volatile organics only. Upon receipt of the laboratory data package, the data was reviewed by JOYCE personnel for the following:  General typographical errors, ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 5  Correct analyses performed and within method specified hold times,  Biased data results based on Surrogate Recoveries, Matrix Spike, Matrix Spike Duplicate, and Laboratory Control Samples,  Blank qualified data (B-flags),  Detections above the groundwater and surface water standards; and  Detections that are above historical levels. 4.0 DATA ANALYSIS 4.1 Groundwater Data Analysis and Comparisons to Standards Results from the June 2016 sampling event were received June 29, 2016, from Pace and are found in the Appendix. Analytical results from monitoring wells were compared directly to the NC 2L Groundwater Standards (NC 2L) or Groundwater Protection Standards (GWPS). The following inorganic and organic constituents were detected at quantified concentrations in groundwater during the June 2016 sampling event. All concentrations are reported in micrograms per liter (µg/L). Concentrations with a “J” are considered to be estimated. Highlighted concentrations were detected above the NC 2L or GWPS in downgradient wells. Constituent NC2L/ (GWPS) Background Downgradient Blanks MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Barium 700 Dry 253 155 37.9 J 90.1 J 70.6 J ND Zinc 1,000 Dry ND 404 ND 6.5 J 5.7 J ND Cobalt 1 Dry ND 8.7 J ND 2.6 J 23.0 ND Cadmium 2 Dry ND 2.6 ND ND ND ND Chromium 10 Dry ND 11.9 ND 5.0 J ND ND Copper 1,000 Dry ND 17.6 ND 2.7 J 2.5 J ND Benzene 1 Dry 4.9 ND ND ND ND ND 1,4-Dichlorobenzene 6 Dry 4.8 1.7 3.9 2.4 ND ND 1,1-Dichloroethane 6 Dry 19.1 0.90 J 3.3 J 1.9 J ND ND Cis-1,2-Dichloroethylene 70 Dry 42.4 7.5 53.2 19.5 ND ND 1,2-Dichloropropane 0.6 Dry 4.3 ND 1.2 ND ND ND Trichloroethylene 3 Dry 4.9 ND ND ND ND ND Tetrachloroethene 1 Dry 1.0 ND ND ND ND ND Vanadium 0.3 Dry ND 45.2 ND 6.8 J 7.6 J ND Vinyl Chloride 0.03 Dry 4.6 2.3 6.1 17.0 ND ND *ND = Not Detected above laboratory detection limits *NS= Well was bent and not sampled *J= Estimated In general, the organic and inorganic results are consistent with historical data. Historical groundwater data can be found in Table 3. The results, as reported by the laboratory, the laboratory quality/assurance/quality control information, and the chain-of-custody records are included in the Appendix. 4.2 Surface Water Data Analysis and Comparisons to Standards ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 6 There were no detections above the NC SWSL in any of the surface points during the June 2016 event. Historical surface water data can be found in Table 4. The results, as reported by the laboratory, the laboratory quality/assurance/quality control information, and the chain-of-custody records are included in the Appendix. 5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA) 5.1 MNA Parameters and Biodegradation Screening Matrix In accordance with the CAP for the facility, MNA baseline sampling was initiated with the June 2016 sampling event. The June 2016 sampling event will be the fourth and final baseline sampling event for MNA. During the June 2016 sampling event the full list of MNA parameters were obtained for the following wells: MW-2, MW-3S, MW-3D, and MW-4. MW-6 was dry and was not sampled. MNA parameters included field parameters temperature, pH, specific conductance, oxidation reduction potential, turbidity, dissolved oxygen, as well as laboratory parameters dissolved hydrogen, nitrate, sulfate, chloride, alkalinity, sulfide TOC, ethane, ethene, methane and volatile fatty acids Table 5 summarizes the MNA data where available. Laboratory reports and field data forms are included in Appendix A. The MNA parameter data were evaluated in general accordance with the United States Environmental Protection Agency’s (EPA’s) Technical Protocol Manual (EPA, 1998) to determine whether the conditions are conducive to, or whether there is evidence for anaerobic degradation of the chlorinated hydrocarbons. Specifically, the results were evaluated according to the weighted system presented in Table 2.3 of the Technical Protocol Manual, referred to hereafter as the Biodegradation Screening Matrix. According to this manual, a score less than 5 indicates that there is inadequate evidence for anaerobic natural attenuation, a score of 6 to 14 indicates that there is limited evidence for anaerobic natural attenuation, a score of 15 to 19 indicates that there is adequate evidence for anaerobic natural attenuation, and a score of 20 or more indicates that there is strong evidence that anaerobic natural attenuation is occurring. The MNA evaluation was performed based on the results from the June 2016 sampling event for downgradient wells within the contaminant plume, compared where appropriate to the background well (MW-6). MW-6 was dry during the June 2016 event; therefore; the data from 2014 was used for comparison. The Biodegradation Screening Matrix is presented in Table 6 of this report. The aspect of the scoring process is ambiguous with respect to how it should be applied to a landfill site such as this facility, and that is the issue of daughter products. Methane, carbon dioxide (CO2), cis-1,2-dichloroethylene, vinyl chloride, and 1,1-dichlroethane can all be daughter products produced by the biodegradation of higher-order chlorinated ethanes and ethenes, and as such, their presence can be strong indicators that biodegradation is occurring, and are therefore included in the EPA scoring matrix. On the other hand, methane and CO2 are gases produced by the natural metabolization of biomass by microorganisms in a landfill, and cis-1,2- dichloroethylene, vinyl chloride, and 1,1-dichloroethane can be primary contaminants leached from waste in landfills. Some of these compounds are present in the groundwater plume; however, it is unclear whether or not they are daughter products indicating natural attenuation. ______________________________________________________________________________ First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016 7 For this reason, the score has been calculated both with and without the points for daughter products. The following table summarizes the scoring results from Table 6 for both options for interpreting the data. The scores ranged from 11 to 23 (adequate evidence of natural attenuation to strong evidence of natural attenuation). In reality, the best score is probably in the middle of this range, indicating limited evidence of natural attenuation. Points Awarded including DP’s Points Awarded excluding DP’s 21 11 DP’s = Points for possible daughter products. 6.0 CONCLUSION Based on historical groundwater data, inorganic and organic constituents detected above their respective NC 2L and GWPS in samples collected during the June 2016 sampling event are consistent with previous events. In addition, there were no constituents detected at the surface water monitoring points above the NC 2B Standards. The closed Town of Kernersville Landfill will continue to monitor groundwater in accordance with the approved CAP. The next semiannual sampling event is tentatively scheduled for November 2016. 7.0 REFERENCES Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina Geologic Survey, scale 1:500,000. Fetter, C.W., 2001, Applied Hydrogeology, Fourth Edition: Prentice-Hall, Inc.. Johnson, A.I., 1967, Specific Yield - Compilation of Specific Yields For Various Materials: U.S. Geological Survey Water Supply Paper 1662-D. Joyce Engineering, Inc. 2010. Water Quality Monitoring Plan, Piedmont Landfill & Recycling Center. September 2010. North Carolina Department of Environment and Natural Resources, 1990-2012, Solid Waste Management Regulations. USEPA, 1986, RCRA Ground Water Monitoring Technical Enforcement Guidance Document (TEGD). USEPA, 1992, Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Addendum to Interim Final Guidance, Chapter 2, July. Tables Table 1A Summary of Historical Groundwater Elevations Table 1B Monitoring Well and Boring Completion Summary Table 2 Summary of Estimated Hydraulic Gradient and Linear Velocity Table 3 Summary of Historical Groundwater Constituents Table 4 Summary of Historical Surface Water Constituents Table 5 Summary of MNA Constituents Table 6 MNA Screening Matrix TABLE 1A SUMMARY OF HISTORICAL GROUNDWATER ELEVATIONS MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 TOC Elevation:806.42 804.87 762.19 764.57 764.56 760.26 773.32 Well Depth:34.69 20.46 13.18 24.00 56.96 14.40 11.36 30-Dec-09 772.45 786.66 759.16 751.54 752.79 754.33 769.21 01-Jun-10 773.45 788.32 758.90 750.76 752.63 753.90 769.69 16-Nov-10 773.55 787.93 759.14 750.98 752.59 753.74 769.81 29-Dec-10 773.29 787.37 758.83 749.82 752.45 753.68 769.56 29-Jun-11 773.10 786.81 758.38 750.54 752.16 753.41 769.73 01-Nov-11 771.92 785.10 758.49 754.73 751.90 753.08 769.63 01-May-12 771.88 785.32 758.54 750.86 752.34 753.55 769.55 07-Nov-12 771.65 DRY 758.20 750.30 751.61 752.87 768.57 09-May-13 769.95 787.56 759.20 752.52 753.24 754.44 - 07-Nov-13 771.46 DRY 758.09 750.12 751.50 752.79 768.13 05-Jun-14 772.22 785.84 758.45 750.67 752.14 753.36 768.57 20-Nov-14 771.73 784.41 758.08 750.24 751.53 752.81 769.23 27-Apr-15 -784.66 758.49 751.11 752.34 753.61 769.62 19-Nov-15 -784.62 757.18 747.60 750.53 750.66 768.69 28-Jun-16 -784.55 757.34 750.32 751.01 753.33 768.69 Notes: TOC = Top of PVC well casing. Elevations in feet above mean sea level. Well depths in feet below TOC. Well ID: DowngradientBackground Town of Kernersville Landfill Permit No. 34-04 Joyce Engineering TABLE 1B MONITORING WELL AND BORING COMPLETION SUMMARY CASING GROUND DIAMETER SURFACE B.G.S.B.T.O.C. inches feet feet from to from to MW-1 2 803.89 806.42 32.16 34.69 24.69 34.96 779.2 768.9 SAPROLITE MW-2 2 760.07 762.19 11.06 13.18 3.18 13.18 756.9 746.9 SAPROLITE MW-3S 2 761.98 764.57 21.41 24.00 14 24 748.0 738.0 SAPROLITE MW-3D 2 762.02 764.56 54.42 56.96 36.96 56.96 725.1 705.1 SAPROLITE MW-4 2 757.00 760.26 11.14 14.40 4.4 14.4 752.6 742.6 SAPROLITE MW-5 2 771.00 773.32 9.04 11.36 6.36 11.36 764.6 759.6 SAPROLITE MW-6 2 801.77 804.87 17.36 20.46 10.46 20.46 791.3 781.3 SAPROLITE NOTES: B.G.S.Below Ground Surface M.S.L.Mean Sea Level B.T.O.C.Below Top of Casing T.O.C.Top of Casing *= Due to limited information this data is assumed based on field conditions TOTAL DEPTH WELL NUMBER LITHOLOGY OF SCREENED INTERVAL*T.O.C. WELL ELEVATIONS feet above M.S.L. SCREENED INTERVAL* DEPTH B.G.S.ELEV. M.S.L. Town of Kernersville Landfill Page 1 of 1 Joyce Engineering TABLE 2: SUMMARY OF ESTIMATED HYDRAULIC GRADIENT AND LINEAR VELOCITY Date of Water Table Measurements: June 28, 2016 SEGMENT HORIZ.HYDRAULIC EFFECTIVE LINEAR FLOW BEGIN & END GRADIENT CONDUCTIVITY POROSITY VELOCITY DIRECTION GW ELEVATION i K n e V (feet-AMSL)(ft/ft) (ft/day)(ft/year) 785 760 Average 0.0311 Average 63.26 Notes: Linear flow velocity: V = Ki/n e (modified Darcy equation). 1. Hydraulic conductivities (“K”) was estimated from slug test completed by JOYCE in April 2013 2. Velocity = Ki/n; assume homogeneous isotropic porous aquifer. 0.31 63.261.73E+00 FLOW LINE SEGMENT SEGMENT LENGTH (feet) i 1 805 SW 0.0311 Town of Kernersville Landfill Permit No. 34-04 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Inorganic Compounds Antimony 30-Dec-09 1.2 6.0 ---ND 5.4 B ND ND 4.5 B ---1.4 J GWPS = 1.4 µg/L (10/23/07)01-Jun-10 1.2 6.0 ---ND ND ND ND ND ---3.9 J GWPS = 1 µg/L (8/1/10)29-Dec-10 2.6 6.0 ---ND ND ND ND ND ND ND 29-Jun-11 5.0 6.0 ---ND ND ND ND ND ND ND 01-Nov-11 5.0 6.0 ---ND ND ND ND ND ND ND 01-May-12 5.0 6.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.48 6.0 ------ND ND ND ND ---ND 09-May-13 5.0 6.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 6.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 6.0 ---ND ND ND ND ND ND ND 20-Nov-14 3.8 6.0 ------ND ND ND ND ND ND 27-Apr-15 3.8 6.0 ------ND ND ND ND ND ND 19-Nov-15 3.8 6.0 ------ND ND ND ND ND ND 28-Jun-16 3.8 6.0 ------ND ND ND ND ND ND Arsenic 29-Jun-11 5.0 10.0 ---ND ND ND ND ND 6.2 J ND NC 2L = 10 µg/L (1/11/10)01-Nov-11 5.0 10.0 ---ND ND ND ND ND ND ND 01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.094 10.0 ------1.43 B 1.42 B 0.87 B 1.04 B ---1.0 J 09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND 20-Nov-14 2.5 10.0 ------ND 2.5 J ND ND 2.7 J ND 27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND 19-Nov-15 2.5 10.0 ------ND ND ND 2.7 J ND ND 28-Jun-16 2.5 10.0 ------ND ND ND ND 3.7 J ND Barium 30-Dec-09 1.1 100 ---74.1 J 496 178 18.2 J 89.0 J ---3.6 J NC 2L = 700 µg/L (1/11/10)01-Jun-10 1.1 100 ---58.1 J 326 187 22.2 J 94.9 J ---2.0 J 29-Dec-10 0.20 100 ---46.3 B 430 112 38.0 B 92.1 J 72.6 J 11.3 J 29-Jun-11 5.0 100 ---77.7 J 370 128 41.2 J 98.4 J 113 ND 01-Nov-11 5.0 100 ---125 413 132 41.7 J 111 72.1 J ND 01-May-12 5.0 100 ---78.8 J 323 121 40.0 J 99.7 J 66.1 J ND 07-Nov-12 0.39 100 ------369 127 41.0 B 98.7 J ---12.2 J 09-May-13 5.0 100 ---78.6 J 307 112 40.0 J 85.6 J ---ND 07-Nov-13 5.0 100 ------302 113 38.0 J 89.6 J ---ND 05-Jun-14 5.0 100 ---60.3 J 285 117 39.2 J 80.3 J 75.0 J ND 20-Nov-14 2.5 100 ------301 113 39.5 J 83.3 J 108 ND 27-Apr-15 2.5 100 ------268 104 39.0 J 94.8 J 67.4 J ND 19-Nov-15 2.5 100 ------294 108 42.2 J 101 60.3 J ND 28-Jun-16 2.5 100 ------253 155 37.9 J 90.1 J 70.6 J ND Beryllium 30-Dec-09 0.2 1.0 ---ND 0.5 J ND ND ND ---ND GWPS = 4 µg/L (10/23/07)01-Jun-10 0.2 1.0 ---0.6 J 0.7 J ND ND ND ---ND 29-Dec-10 0.10 1.0 ---ND ND ND ND ND 0.48 J ND 29-Jun-11 1.0 1.0 ---ND ND ND ND ND ND ND 01-Nov-11 1.0 1.0 ---ND ND ND ND ND ND ND 01-May-12 1.0 1.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.049 1.00 ------0.34 J ND ND 0.099 J ---ND 09-May-13 1.0 1.0 ---ND ND ND ND ND ---ND 07-Nov-13 1.0 1.0 ------ND ND ND ND ---ND 05-Jun-14 1.0 1.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.5 1.0 ------ND ND ND ND ND ND 27-Apr-15 0.5 1.0 ------ND ND ND ND ND ND 19-Nov-15 0.5 1.0 ------ND ND ND ND ND ND 28-Jun-16 0.5 1.0 ------0.60 J 0.74 J ND 0.52 J 0.54 J ND Cadmium 30-Dec-09 0.2 1.0 ---ND 0.5 J 5.6 ND ND ---ND NC 2L = 2 µg/L (1/11/10)01-Jun-10 0.2 1.0 ---2.9 1.0 B 5.3 0.4 B 0.4 B ---0.4 J 29-Dec-10 0.50 1.0 ---ND ND ND ND ND ND ND 29-Jun-11 1.0 1.0 ---ND ND ND ND ND ND ND 01-Nov-11 1.0 1.0 ---ND ND ND ND ND ND ND 01-May-12 1.0 1.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.026 1.00 ------0.15 J ND ND 0.043 J ---ND 09-May-13 1.0 1.0 ---ND ND ND ND ND ---ND 07-Nov-13 1.0 1.0 ------ND ND ND ND ---ND 05-Jun-14 1.0 1.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.5 1.0 ------ND ND ND ND ND ND 27-Apr-15 0.5 1.0 ------ND ND ND ND ND ND 19-Nov-15 0.5 1.0 ------ND ND ND ND ND ND 28-Jun-16 0.5 1.0 ------ND 2.6 ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 1 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Chromium 30-Dec-09 0.7 10.0 ---ND 2.7 J 9.7 J ND 3.1 J ---ND NC 2L = 10 µg/L (1/11/10)01-Jun-10 0.7 10.0 ---3.5 J 1.6 J 12.4 1.2 J 3.2 J ---ND 29-Dec-10 0.40 10.0 ---0.48 J 1.3 J 0.57 J ND 5.5 J 3.8 J ND 29-Jun-11 5.0 10.0 ---ND ND ND ND ND ND ND 01-Nov-11 5.0 10.0 ---ND ND ND ND 10.3 ND ND 01-May-12 5.0 10.0 ---ND ND ND ND 5.8 J ND ND 07-Nov-12 0.030 10.0 ------0.71 J 0.12 B 0.094 B 7.31 J ---0.099 J 09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND 20-Nov-14 2.5 10.0 ------ND ND ND ND ND ND 27-Apr-15 2.5 10.0 ------ND ND ND 7.2 J ND ND 19-Nov-15 2.5 10.0 ------ND ND ND 3.0 J ND ND 28-Jun-16 2.5 10.0 ------ND 11.9 ND 5.0 J ND ND Cobalt 30-Dec-09 0.7 10.0 ---ND 6.4 J 11.2 ND 1.8 J ---ND GWPS = 70 µg/L (10/23/07)01-Jun-10 0.7 10.0 ---1.8 J 2.5 J 8.5 J ND 1.7 J ---ND GWPS = 1 µg/L (10/1/10)29-Dec-10 0.60 10.0 ---ND 4.9 J 1.7 J ND 1.6 J 10.2 ND 29-Jun-11 5.0 10.0 ---ND ND ND ND ND 9.9 J ND 01-Nov-11 5.0 10.0 ---ND ND ND ND ND 5.2 J ND 01-May-12 5.0 10.0 ---ND ND ND ND ND 13.9 ND 07-Nov-12 0.053 10.0 ------1.98 J 3.89 J 0.43 B 2.02 J ---0.24 J 09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 10.0 ---ND ND ND ND ND 12.0 ND 20-Nov-14 2.5 10.0 ------ND 2.5 J ND ND 10.2 ND 27-Apr-15 2.5 10.0 ------ND 2.7 J ND ND 10.7 ND 19-Nov-15 2.5 10.0 ------ND 3.9 J ND ND 3.5 J ND 28-Jun-16 2.5 10.0 ------ND 8.7 J ND 2.6 J 23.0 ND Copper 30-Dec-09 2.0 10.0 ---ND ND 10.6 ND 1.5 J ---ND NC 2L = 1,000 µg/L (10/23/07)01-Jun-10 2.0 10.0 ---12.2 B 3.3 B 33.2 3.9 B 6.8 B ---4.8 J 29-Dec-10 0.30 10.0 ---ND ND 0.49 J 0.59 J 1.5 J 7.9 J ND 29-Jun-11 5.0 10.0 ---ND ND ND ND ND 16.6 ND 01-Nov-11 5.0 10.0 ---ND ND ND ND 5.4 J ND ND 01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.093 10.0 ------3.56 B 0.54 B 0.98 B 1.83 B ---1.23 J 09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 10.0 ---ND ND ND ND ND 6.1 J ND 20-Nov-14 2.5 10.0 ------ND ND ND ND 5.3 J ND 27-Apr-15 2.5 10.0 ------ND ND ND 3.5 B 3.6 B 3.2 J 19-Nov-15 2.5 10.0 ------ND ND ND 2.6 J 5.1 J ND 28-Jun-16 2.5 10.0 ------ND 17.6 ND 2.7 J 2.5 J ND Lead 30-Dec-09 2.0 10.0 ---ND ND 10.2 ND ND ---ND NC 2L = 15 µg/L (10/23/07)01-Jun-10 2.0 10.0 ---9.1 B 8.2 B 8.7 B 3.0 B 3.9 B ---3.2 J 29-Dec-10 4.0 10.0 ---ND ND ND ND ND 6.5 J ND 29-Jun-11 5.0 10.0 ---ND ND ND ND ND 19.9 ND 01-Nov-11 5.0 10.0 ---5.5 J ND ND ND ND ND ND 01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.025 10.0 ------1.00 B 0.091 B 0.066 B 1.12 B ---0.58 J 09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND 20-Nov-14 2.5 10.0 ------ND ND ND ND 4.2 J ND 27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND 19-Nov-15 2.5 10.0 ------ND ND ND ND ND ND 28-Jun-16 2.5 10.0 ------ND 6.3 J ND 3.7 J ND ND Town of Kernersville Landfill Permit No. 34-04 Page 2 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Nickel 30-Dec-09 0.6 50.0 ---ND ND 8.1 J 1.8 J 1.6 J ---ND NC 2L = 100 µg/L (10/23/07)01-Jun-10 0.6 50.0 ---ND ND 6.0 J ND 0.9 J ---ND 29-Dec-10 1.7 50.0 ---ND ND ND ND ND 2.0 B 3.1 J 29-Jun-11 5.0 50.0 ---ND ND ND ND ND ND ND 01-Nov-11 5.0 50.0 ---ND ND ND ND ND ND ND 01-May-12 5.0 50.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.26 50.0 ------0.73 B 1.19 B 0.65 B 5.57 J ---0.84 J 09-May-13 5.0 50.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 50.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 50.0 ---ND ND ND ND ND ND ND 20-Nov-14 2.5 50.0 ------ND ND ND ND ND ND 27-Apr-15 2.5 50.0 ------ND ND ND 3.4 J ND ND 19-Nov-15 2.5 50.0 ------ND ND ND 2.6 J ND ND 28-Jun-16 2.5 50.0 ------ND 6.2 J ND 2.6 J ND ND Selenium 30-Dec-09 6.3 10.0 ---ND ND 8.4 J ND ND ---ND NC 2L = 20 µg/L (1/11/10)01-Jun-10 6.3 10.0 ---ND ND 6.3 J ND ND ---ND 29-Dec-10 3.8 10.0 ---ND ND ND ND ND ND ND 29-Jun-11 10.0 10.0 ---ND ND ND ND ND ND ND 01-Nov-11 10.0 10.0 ---ND ND ND ND ND ND ND 01-May-12 10.0 10.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.11 10.0 ------0.16 J 0.38 J 0.20 J 0.25 J ---ND 09-May-13 10.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 10.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 10.0 10.0 ---ND ND ND ND ND ND ND 20-Nov-14 5.0 10.0 ------ND ND ND ND ND ND 27-Apr-15 5.0 10.0 ------ND ND ND ND ND ND 19-Nov-15 5.0 10.0 ------ND ND ND ND ND ND 28-Jun-16 5.0 10.0 ------ND ND ND ND ND ND Silver 30-Dec-09 1.1 10.0 ---ND 1.7 B 2.2 B ND ND ---1.9 J NC 2L = 20 µg/L (1/11/10)01-Jun-10 1.1 10.0 ---ND ND ND ND ND ---ND 29-Dec-10 0.10 10.0 ---ND 1.8 J 0.36 J 0.19 J 0.23 J ND ND 29-Jun-11 5.0 10.0 ---ND ND ND ND ND ND ND 01-Nov-11 5.0 10.0 ---ND ND ND ND ND ND ND 01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.017 10.0 ------0.18 J ND ND 0.078 J ---ND 09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND 20-Nov-14 2.5 10.0 ------ND ND ND ND ND ND 27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND 19-Nov-15 2.5 10.0 ------ND ND ND ND ND ND 28-Jun-16 2.5 10.0 ------ND ND ND ND ND ND Thallium 30-Dec-09 2.7 5.5 ---ND ND ND ND ND ---3.7 J GWPS = 0.28 µg/L (10/23/07)01-Jun-10 2.7 5.5 ---ND ND ND ND ND ---ND GWPS = 0.2 µg/L (10/1/10)29-Dec-10 3.0 5.5 ---ND 3.2 J ND ND 4.8 J ND ND 29-Jun-11 5.4 5.5 ---ND ND ND ND ND ND ND 01-Nov-11 5.4 5.5 ---ND ND ND ND ND ND ND 01-May-12 5.4 5.5 ---ND ND ND ND ND ND ND 07-Nov-12 0.060 5.50 ------0.16 J ND ND 0.76 J ---ND 09-May-13 5.4 5.5 ---ND ND ND ND ND ---ND 07-Nov-13 5.4 5.5 ------ND ND ND ND ---ND 05-Jun-14 5.4 5.5 ---ND ND ND ND ND ND ND 20-Nov-14 5.0 5.5 ------ND ND ND ND ND ND 27-Apr-15 5.0 5.5 ------ND ND ND ND ND ND 19-Nov-15 5.0 5.5 ------ND ND 8.8 8.8 ND ND 28-Jun-16 5.0 5.5 ------ND ND ND ND ND ND Vanadium 30-Dec-09 0.4 25.0 ---ND 1.4 J 37.4 1.5 J 4.3 J ---ND GWPS = 3.5 µg/L (10/23/07)01-Jun-10 0.4 25.0 ---1.2 J 3.4 J 84.2 1.4 J 4.8 J ---ND GWPS = 0.3 µg/L (10/1/10)29-Dec-10 0.20 25.0 ---1.2 B 2.8 J 2.3 J 1.6 J 5.5 J 14.5 J 0.26 J 29-Jun-11 5.0 25.0 ---ND ND ND ND ND 22.0 J ND 01-Nov-11 5.0 25.0 ---7.2 J ND ND ND 12.0 J 7.2 J ND 01-May-12 5.0 25.0 ---ND ND ND ND 7.2 J 7.6 J ND 07-Nov-12 0.085 25.0 ------2.48 J 2.02 J 2.35 J 4.55 J ---ND 09-May-13 5.0 25.0 ---ND ND ND ND ND ---ND 07-Nov-13 5.0 25.0 ------ND ND ND ND ---ND 05-Jun-14 5.0 25.0 ---ND ND 11.4 J ND ND ND ND 20-Nov-14 2.5 25.0 ------ND 3.2 J ND ND 9.4 J ND 27-Apr-15 2.5 25.0 ------ND ND ND 8.9 J 5.6 J ND 19-Nov-15 2.5 25.0 ------3.1 J 4.3 J ND 6.5 J 3.9 J ND 28-Jun-16 2.5 25.0 ------ND 45.2 ND 6.8 J 7.6 J ND Town of Kernersville Landfill Permit No. 34-04 Page 3 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Zinc 30-Dec-09 2.7 10.0 ---ND 10.1 B 204 15.9 B 24.8 B ---5.8 J NC 2L = 1,000 µg/L (1/11/10)01-Jun-10 2.7 10.0 ---16.2 13.5 415 8.5 J 22.2 ---ND 29-Dec-10 0.40 10.0 ---12.2 B 15.8 B 8.9 B ND 4.6 B 38.1 B 12.5 29-Jun-11 10.0 10.0 ---ND 23.6 B 22.3 B ND 15.5 B 91.2 10.5 01-Nov-11 10.0 10.0 ---16.6 ND 40.0 ND 16.2 31.4 ND 01-May-12 10.0 10.0 ---ND ND 13.5 ND 10.2 12.0 ND 07-Nov-12 1.31 10.0 ------8.61 J 5.20 J 3.98 J 4.65 J ---ND 09-May-13 10.0 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 10.0 10.0 ------13.8 10.4 ND ND ---ND 05-Jun-14 10.0 10.0 ---ND ND 89.0 ND ND 19.4 ND 20-Nov-14 5.0 10.0 ------ND 20.9 ND ND 55.0 ND 27-Apr-15 5.0 10.0 ------7.3 B 11.5 B 8.0 B 14.1 B 10.3 B 7.5 J 19-Nov-15 5.0 10.0 ------ND 23.1 7.3 J 10.7 16.3 ND 28-Jun-16 5.0 10.0 ------ND 404 ND 6.5 J 5.7 J ND Organic Compounds Acetone 29-Jun-11 2.2 100 ---ND 2.3 B 2.4 B 3.9 B ND 3.8 B 5.3 J NC 2L = 6,000 µg/L (1/11/10)01-Nov-11 2.2 100 ---ND ND ND ND ND ND 14.6 J 01-May-12 2.2 100 ---ND ND ND ND ND ND ND 07-Nov-12 0.193 100 ------ND ND ND ND ---ND 09-May-13 10.0 100 ---ND ND ND ND ND ---12.0 J 07-Nov-13 10.0 100 ------ND ND ND ND ---ND 05-Jun-14 10.0 100 ---ND ND ND ND ND ND ND 20-Nov-14 10.0 100 ------ND ND ND ND ND ND 27-Apr-15 10.0 100 ------ND 14.8 B ND 21.3 B 14.1 B 20.7 J 19-Nov-15 10.0 100 ------ND ND ND ND ND ND 28-Jun-16 10.0 100 ------ND ND ND ND ND ND Benzene 30-Dec-09 0.1 1.0 ---ND 8.4 0.3 J 0.4 J 0.3 J ---ND NC 2L = 1 µg/L (10/23/07)01-Jun-10 0.1 1.0 ---ND 2.9 ND ND ND ---ND 29-Dec-10 0.25 1.0 ---ND 8.1 ND ND ND ND ND 29-Jun-11 0.25 1.0 ---ND 7.2 0.38 J 0.45 J 0.42 J ND ND 01-Nov-11 0.25 1.0 ---ND 8.6 ND ND ND ND ND 01-May-12 0.25 1.0 ---ND 6.7 0.36 J 0.45 J 0.42 J ND ND 07-Nov-12 0.111 1.0 ------8.63 0.430 J 0.504 J 0.478 J ---ND 09-May-13 0.25 1.0 ---ND 5.2 0.27 J 0.32 J 0.30 J ---ND 07-Nov-13 0.25 1.0 ------6.9 0.33 J 0.38 J 0.39 J ---ND 05-Jun-14 0.25 1.0 ---ND 6.0 ND 0.42 J 0.40 J ND ND 20-Nov-14 0.25 1.0 ------6.2 0.30 J ND 0.32 J ND ND 27-Apr-15 0.25 1.0 ------6.4 0.38 J 0.48 J 0.45 J ND ND 19-Nov-15 0.25 1.0 ------6.0 ND 0.37 J ND ND ND 28-Jun-16 0.25 1.0 ------4.9 ND ND ND ND ND Bromoform 09-May-13 0.26 3.0 ---ND ND 0.37 B ND ND ---0.37 J NC 2L = µg/L 4 (10/23/07)07-Nov-13 0.26 3.0 ------ND ND ND ND ---ND 05-Jun-14 0.26 3.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.26 3.0 ------ND ND ND ND ND ND 27-Apr-15 0.26 3.0 ------ND ND ND ND ND ND 19-Nov-15 0.26 3.0 ------ND ND ND ND ND ND 28-Jun-16 0.26 3.0 ------ND ND ND ND ND ND Chlorobenzene 30-Dec-09 0.1 3.0 ---ND 0.5 J 0.6 J ND ND ---ND NC 2L = 50 µg/L (10/23/07)01-Jun-10 0.1 3.0 ---ND ND ND ND ND ---ND 29-Dec-10 0.23 3.0 ---ND 0.61 J ND ND ND ND ND 29-Jun-11 0.23 3.0 ---ND 0.46 J 1.0 J 0.37 J ND ND ND 01-Nov-11 0.23 3.0 ---ND 0.59 J 1.1 J 0.37 J ND ND ND 01-May-12 0.23 3.0 ---ND {0.42}J 0.94 B 0.38 B ND ND 0.30 {ND}J 07-Nov-12 0.083 3.00 ------0.468 J 1.30 J 0.476 J ND ---ND 09-May-13 0.23 3.0 ---ND 0.27 J 0.72 J 0.27 J ND ---ND 07-Nov-13 0.23 3.0 ------0.42 J 0.97 J 0.38 J ND ---ND 05-Jun-14 0.23 3.0 ---ND 0.30 J 0.78 J 0.33 J ND ND ND 20-Nov-14 0.23 3.0 ------0.37 J 0.95 J 0.36 J ND ND ND 27-Apr-15 0.23 3.0 ------0.27 J 1.0 J 0.40 J ND ND ND 19-Nov-15 0.23 3.0 ------0.31 J 0.81 J 0.33 J ND ND ND 28-Jun-16 0.23 3.0 ------0.26 J 1.1 J 0.34 J ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 4 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Chloroethane 30-Dec-09 0.1 10.0 ---ND ND 0.5 J 0.5 J ND ---0.1 J NC 2L = 3,000 µg/L (1/11/10)01-Jun-10 0.1 10.0 ---ND ND 0.4 J ND ND ---ND 29-Dec-10 0.54 10.0 ---ND ND ND ND ND ND ND 29-Jun-11 0.54 10.0 ---ND ND 0.77 J ND 0.57 J ND ND 01-Nov-11 0.54 10.0 ---ND ND 0.79 J ND ND ND ND 01-May-12 0.54 10.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.235 10.0 ------ND ND ND ND ---ND 09-May-13 0.54 10.0 ---ND ND ND ND ND ---ND 07-Nov-13 0.54 10.0 ------ND ND ND ND ---ND 05-Jun-14 0.54 10.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.54 10.0 ------ND ND ND ND ND ND 27-Apr-15 0.54 10.0 ------ND 0.95 J 0.65 J 0.57 J ND ND 19-Nov-15 0.54 10.0 ------ND ND ND ND ND ND 28-Jun-16 0.54 10.0 ------ND ND ND ND ND ND 1,4-Dichlorobenzene 30-Dec-09 0.1 1.0 ---ND 3.8 2.2 2.3 3.1 ---ND NC 2L = 6 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 1.2 0.9 J ND 1.2 ---ND 29-Dec-10 0.33 1.0 ---ND 3.9 1.1 2.3 1.9 ND ND 29-Jun-11 0.33 1.0 ---ND 3.8 2.8 3.6 3.2 ND ND 01-Nov-11 0.33 1.0 ---ND 4.7 4.1 4.1 3.5 ND ND 01-May-12 0.33 1.0 ---ND 4.0 2.7 4.1 3.2 ND ND 07-Nov-12 0.083 1.00 ------5.12 2.93 4.08 3.64 ---ND 09-May-13 0.33 1.0 ---ND 3.6 2.0 3.1 2.3 ---ND 07-Nov-13 0.33 1.0 ------5.4 2.5 4.2 3.2 ---ND 05-Jun-14 0.33 1.0 ---ND 5.0 1.9 4.0 2.7 ND ND 20-Nov-14 0.33 1.0 ------4.7 1.9 3.8 2.6 ND ND 27-Apr-15 0.33 1.0 ------4.7 2.1 4.2 2.7 ND ND 19-Nov-15 0.33 1.0 ------4.8 1.4 3.5 2.5 ND ND 28-Jun-16 0.33 1.0 ------4.8 1.7 3.9 2.4 ND ND 1,1-Dichloroethane 30-Dec-09 0.2 5.0 ---ND 22.8 1.9 J 4.0 J 2.4 J ---ND NC 2L = 6 µg/L (1/11/10)01-Jun-10 0.2 5.0 ---ND 11.0 1.1 J ND 1.2 J ---ND 29-Dec-10 0.32 5.0 ---ND 28.2 2.4 J 4.1 J 2.6 J ND ND 29-Jun-11 0.32 5.0 ---ND 25.0 2.5 J 3.9 J 2.6 J ND ND 01-Nov-11 0.32 5.0 ---ND 27.2 2.3 J 4.0 J 2.3 J ND ND 01-May-12 0.32 5.0 ---ND 22.6 2.0 J 3.8 J 2.0 J ND ND 07-Nov-12 0.208 5.0 ------28.1 2.06 J 4.08 J ND ---ND 09-May-13 0.32 5.0 ---ND 18.7 1.4 J 3.0 J 1.6 J ---ND 07-Nov-13 0.32 5.0 ------26.6 1.7 J 4.2 J 2.2 J ---ND 05-Jun-14 0.32 5.0 ---ND 21.9 1.4 J 3.9 J 1.9 J ND ND 20-Nov-14 0.32 5.0 ------21.5 1.3 J 3.2 J 1.8 J ND ND 27-Apr-15 0.32 5.0 ------24.2 1.4 J 4.3 J 2.4 J ND ND 19-Nov-15 0.32 5.0 ------20.7 0.82 J 3.1 J 1.8 J ND ND 28-Jun-16 0.32 5.0 ------19.1 0.90 J 3.3 J 1.9 J ND ND 1,2-Dichloroethane 30-Dec-09 0.1 1.0 ---ND 1.2 0.7 J 1.2 ND ---ND NC 2L = 0.4 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND ND ND ND ND ---ND 29-Dec-10 0.12 1.0 ---ND ND 0.82 J 1.1 ND ND ND 29-Jun-11 0.12 1.0 ---ND 0.76 J 0.86 J 1.3 ND ND ND 01-Nov-11 0.12 1.0 ---ND 0.95 J ND 1.3 ND ND ND 01-May-12 0.12 1.0 ---ND 0.71 J 0.70 J 1.1 ND ND ND 07-Nov-12 0.171 1.00 ------ND ND ND ND ---ND 09-May-13 0.12 1.0 ---ND 0.50 J 0.49 J 0.81 J ND ---ND 07-Nov-13 0.12 1.0 ------0.93 J 0.66 J 1.3 ND ---ND 05-Jun-14 0.12 1.0 ---ND 0.76 J 0.52 J 0.99 J ND ND ND 20-Nov-14 0.12 1.0 ------0.68 J 0.47 J 0.81 J ND ND ND 27-Apr-15 0.12 1.0 ------ND 0.56 J 1.2 0.15 J ND ND 19-Nov-15 0.24 1.0 ------0.86 J 0.40 J 1.1 ND ND ND 28-Jun-16 0.24 1.0 ------0.76 J 0.29 J 0.89 J ND ND ND 1,1-Dichloroethene 30-Dec-09 0.1 5.0 ---ND 0.4 J ND ND ND ---ND NC 2L = 7 µg/L (10/23/07)01-Jun-10 0.1 5.0 ---ND ND ND ND ND ---ND 29-Dec-10 0.56 5.0 ---ND ND ND ND ND ND ND 29-Jun-11 0.56 5.0 ---ND ND ND ND ND ND ND 01-Nov-11 0.56 5.0 ---ND ND ND ND ND ND ND 01-May-12 0.56 5.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.208 5.00 ------ND ND ND ND ---ND NC 2L = 350 µg/L (04/01/2013)09-May-13 0.56 5.0 ---ND ND ND ND ND ---ND 07-Nov-13 0.56 5.0 ------ND ND ND ND ---ND 05-Jun-14 0.56 5.0 ---ND 4.7 J ND ND ND ND ND 20-Nov-14 0.56 5.0 ---ND ND ND ND ND ND ND 27-Apr-15 0.56 5.0 ------ND ND ND ND ND ND 19-Nov-15 0.56 5.0 ------ND ND ND ND ND ND 28-Jun-16 0.56 5.0 ------ND ND ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 5 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks cis-1,2-Dichloroethene 30-Dec-09 0.1 5.0 ---ND 68.2 11.0 51.0 21.8 ---ND NC 2L = 70 µg/L (10/23/07)01-Jun-10 0.1 5.0 ---ND 23.0 7.6 ND 10.2 ---ND 29-Dec-10 0.19 5.0 ---ND 66.7 16.8 56.7 24.1 ND ND 29-Jun-11 0.19 5.0 ---ND 55.1 16.5 62.7 25.1 ND ND 01-Nov-11 0.19 5.0 ---ND 59.4 15.2 59.3 23.2 ND ND 01-May-12 0.19 5.0 ---ND {48.7}14.2 59.5 22.1 ND 0.21 {ND}J 07-Nov-12 0.103 5.00 ------59.7 13.6 71.3 26.4 ---ND 09-May-13 0.19 5.0 ---ND 39.9 10.9 49.7 17.4 ---ND 07-Nov-13 0.19 5.0 ------53.9 10.7 67.1 21.8 ---ND 05-Jun-14 0.19 5.0 ---ND 47.0 11.2 58.1 20.0 ND ND 20-Nov-14 0.19 5.0 ------44.9 9.6 55.4 19.3 ND ND 27-Apr-15 0.19 5.0 ------51.8 9.7 65.3 24.0 ND ND 19-Nov-15 0.19 5.0 ------44.4 5.6 51.2 18.8 ND ND 28-Jun-16 0.19 5.0 ------42.4 7.5 53.2 19.5 ND ND trans-1,2-Dichloroethene 30-Dec-09 0.1 5.0 ---ND 1.4 J ND 0.2 J 0.2 J ---ND NC 2L = 100 µg/L (10/23/07)01-Jun-10 0.1 5.0 ---ND 0.6 J ND ND ND ---ND 29-Dec-10 0.49 5.0 ---ND 1.7 J ND ND ND ND ND 29-Jun-11 0.49 5.0 ---ND 1.5 J ND ND ND ND ND 01-Nov-11 0.49 5.0 ---ND 1.6 J ND ND ND ND ND 01-May-12 0.49 5.0 ---ND 1.4 J ND ND ND ND ND 07-Nov-12 0.077 5.00 ------1.59 J ND ND ND ---ND 09-May-13 0.49 5.0 ---ND 1.1 J ND ND ND ---ND 07-Nov-13 0.49 5.0 ------1.6 J ND ND ND ---ND 05-Jun-14 0.49 5.0 ---ND 1.4 J ND ND ND ND ND 20-Nov-14 0.49 5.0 ------1.4 J ND ND ND ND ND 27-Apr-15 0.49 5.0 ------1.6 J ND ND ND ND ND 19-Nov-15 0.49 5.0 ------1.5 J ND ND ND ND ND 28-Jun-16 0.49 5.0 ------1.4 J ND ND ND ND ND 1,2-Dichloropropane 30-Dec-09 0.1 1.0 ---ND 5.7 0.6 J 1.1 0.7 J ---ND NC 2L = 0.6 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 1.9 ND ND ND ---ND 29-Dec-10 0.27 1.0 ---ND 5.3 ND ND ND ND ND 29-Jun-11 0.27 1.0 ---ND 4.8 0.90 J 1.3 0.73 J ND ND 01-Nov-11 0.27 1.0 ---ND 4.9 0.76 J 1.3 ND ND ND 01-May-12 0.27 1.0 ---ND 4.4 0.76 J 1.4 0.62 J ND ND 07-Nov-12 0.150 1.0 ------4.93 ND 1.66 ND ---ND 09-May-13 0.27 1.0 ---ND 3.3 0.51 J 0.96 J 0.45 J ---ND 07-Nov-13 0.27 1.0 ------4.4 0.63 J 1.3 0.57 J ---ND 05-Jun-14 0.27 1.0 ---ND 4.0 0.51 J ND 0.41 J ND ND 20-Nov-14 0.27 1.0 ------4.1 0.56 J 1.2 0.36 J ND ND 27-Apr-15 0.27 1.0 ------4.8 0.59 J 1.6 0.57 J ND ND 19-Nov-15 0.27 1.0 ------4.3 ND 1.1 ND ND ND 28-Jun-16 0.27 1.0 ------4.3 ND 1.2 ND ND ND Ethylbenzene 30-Dec-09 0.1 1.0 ---ND ND ND 0.4 J ND ---ND NC 2L = 600 µg/L (10/23/07)01-Jun-10 0.1 1.0 ---ND ND ND ND ND ---ND 29-Dec-10 0.30 1.0 ---ND ND ND ND ND ND ND 29-Jun-11 0.30 1.0 ---ND ND ND ND ND ND ND 01-Nov-11 0.30 1.0 ---ND ND ND ND ND ND ND 01-May-12 0.30 1.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.109 1.00 ------ND ND ND ND ---ND 09-May-13 0.30 1.0 ---ND ND ND ND ND ---ND 07-Nov-13 0.30 1.0 ------ND ND ND ND ---ND 05-Jun-14 0.30 1.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.30 1.0 ------ND ND ND ND ND ND 27-Apr-15 0.30 1.0 ------ND ND ND ND ND ND 19-Nov-15 0.30 1.0 ------ND ND ND ND ND ND 28-Jun-16 0.30 1.0 ------ND ND ND ND ND ND Tetrachloroethene 30-Dec-09 0.2 1.0 ---ND 1.2 ND ND ND ---ND NC 2L = 0.7 µg/L (10/23/07)01-Jun-10 0.2 1.0 ---ND 1.4 ND ND ND ---ND 29-Dec-10 0.46 1.0 ---ND 2.8 ND ND ND ND ND 29-Jun-11 0.46 1.0 ---ND 3.6 ND ND ND ND ND 01-Nov-11 0.46 1.0 ---ND 2.9 ND ND ND ND ND 01-May-12 0.46 1.0 ---ND 3.0 ND ND ND ND ND 07-Nov-12 0.193 1.00 ------2.52 ND ND ND ---ND 09-May-13 0.46 1.0 ---ND 1.9 ND ND ND ---ND 07-Nov-13 0.46 1.0 ------1.8 ND ND ND ---ND 05-Jun-14 0.46 1.0 ---ND 2.3 ND ND ND ND ND 20-Nov-14 0.46 1.0 ------1.1 ND ND ND ND ND 27-Apr-15 0.46 1.0 ------1.4 ND ND ND ND ND 19-Nov-15 0.46 1.0 ------0.90 J ND ND ND ND --- 28-Jun-16 0.46 1.0 ------1.0 ND ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 6 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Toluene 29-Jun-11 0.26 1.0 ---ND ND ND ND ND 0.76 J ND NC 2L = 600 µg/L (1/11/10)01-Nov-11 0.26 1.0 ---ND ND ND ND ND ND ND 01-May-12 0.26 1.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.122 1.00 ------ND ND ND ND ---ND 09-May-13 0.26 1.0 ---ND ND ND ND ND ---ND 07-Nov-13 0.26 1.0 ------ND ND ND ND ---ND 05-Jun-14 0.26 1.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.26 1.0 ------ND ND ND ND ND ND 27-Apr-15 0.26 1.0 ------ND ND ND ND ND ND 19-Nov-15 0.26 1.0 ------ND ND ND ND ND ND 28-Jun-16 0.26 1.0 ------ND ND ND ND ND ND Trichloroethene 30-Dec-09 0.1 1.0 ---ND 8.0 ND ND 0.2 J ---ND NC 2L = 3 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 6.4 ND ND ND ---ND 29-Dec-10 0.47 1.0 ---ND 10.1 ND ND ND ND ND 29-Jun-11 0.47 1.0 ---ND 14.6 ND ND ND ND ND 01-Nov-11 0.47 1.0 ---ND 10.2 ND ND ND ND ND 01-May-12 0.47 1.0 ---ND 11.6 ND ND ND ND ND 07-Nov-12 0.161 1.00 ------9.97 ND ND ND ---ND 09-May-13 0.47 1.0 ---ND 8.4 ND ND ND ---ND 07-Nov-13 0.47 1.0 ------8.0 ND ND ND ---ND 05-Jun-14 0.47 1.0 ---ND 8.9 ND ND ND ND ND 20-Nov-14 0.47 1.0 ------5.1 ND ND ND ND ND 27-Apr-15 0.47 1.0 ------7.1 ND ND ND ND ND 19-Nov-15 0.47 1.0 ------4.7 ND ND ND ND ND 28-Jun-16 0.47 1.0 ------4.9 ND ND ND ND ND Trichlorofluoromethane 29-Jun-11 0.20 1.0 ---ND 0.95 J ND ND ND ND ND NC 2L = 2000 µg/L (1/11/10)01-Nov-11 0.20 1.0 ---ND ND ND ND ND ND ND 01-May-12 0.20 1.0 ---ND ND ND ND ND ND ND 07-Nov-12 0.157 1.00 ------ND ND ND ND ---ND 09-May-13 0.20 1.0 ---ND 0.66 J ND ND ND ---ND 07-Nov-13 0.20 1.0 ------ND ND ND ND ---ND 05-Jun-14 0.20 1.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.20 1.0 ------ND ND ND ND ND ND 27-Apr-15 0.20 1.0 ------ND ND ND ND ND ND 19-Nov-15 0.20 1.0 ------0.41 J ND ND ND ND ND 28-Jun-16 0.20 1.0 ------ND ND ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 7 of 8 Joyce Engineering TABLE 3 SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks Vinyl chloride 30-Dec-09 0.1 1.0 ---ND 4.0 2.8 4.1 26.2 ---ND NC 2L = 0.03 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 2.2 3.0 ND 26.7 ---ND 29-Dec-10 0.62 1.0 ---ND 3.5 2.4 4.7 25.6 ND ND 29-Jun-11 0.62 1.0 ---ND 2.8 2.8 4.6 28.7 ND ND 01-Nov-11 0.62 1.0 ---ND 5.1 2.6 6.9 24.0 ND ND 01-May-12 0.62 1.0 ---ND 3.5 2.0 4.8 21.8 ND ND 07-Nov-12 0.127 1.00 ------7.94 2.73 6.99 29.9 ---ND 09-May-13 0.62 1.0 ---ND 2.8 1.9 4.2 18.6 ---ND 07-Nov-13 0.62 1.0 ------6.3 2.1 6.0 21.9 ---ND 05-Jun-14 0.62 1.0 ---ND 7.1 5.6 8.9 21.9 ND ND 20-Nov-14 0.62 1.0 ------5.2 2.1 5.3 16.2 ND ND 27-Apr-15 0.62 1.0 ------5.3 2.4 7.1 21.4 ND ND 19-Nov-15 0.62 1.0 ------7.7 2.0 6.7 17.3 ND ND 28-Jun-16 0.62 1.0 ------4.6 2.3 6.1 17.0 ND ND Xylene (Total)30-Dec-09 0.3 4.0 ---ND ND ND 3.5 J ND ---ND NC 2L = 500 µg/L (1/11/10)01-Jun-10 0.3 4.0 ---ND ND ND ND ND ---ND 29-Dec-10 0.66 2.0 ---ND ND ND ND ND ND ND 29-Jun-11 0.66 2.0 ---ND ND ND ND ND ND ND 01-Nov-11 0.66 2.0 ---ND ND ND ND ND ND ND 01-May-12 0.66 2.0 ---ND 0.89 J ND ND ND ND ND 07-Nov-12 0.179 5.00 ------ND ND ND ND ---ND 09-May-13 0.66 5.0 ---ND ND ND ND ND ---ND 07-Nov-13 0.66 5.0 ------ND ND ND ND ---ND 05-Jun-14 0.66 5.0 ---ND ND ND ND ND ND ND 20-Nov-14 0.66 5.0 ------ND ND ND ND ND ND 27-Apr-15 0.66 5.0 ------ND ND ND ND ND ND 19-Nov-15 0.66 5.0 ------ND ND ND ND ND ND 28-Jun-16 0.66 5.0 ------ND ND ND ND ND ND Notes: 1. RL = Reporting limit (NC SWSL). 2. All concentrations are in micrograms per liter (ug/L). 3. NC 2L Standard is the groundwater quality standard established under 15A NCAC 2L. 4. MW = Monitoring well. 5. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples. 6. ND = Not detected at the laboratory's detection limit. 7. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit. 8. B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks. 9. Bold values are greater than the NC 2L Standard or GWPS. 10. DL = Detection limit. 11. GWPS = Groundwater Protection Standard (GWPS is used when the NC 2L Standard has not been established.) 12. --- = Monitoring well was no sampled. Town of Kernersville Landfill Permit No. 34-04 Page 8 of 8 Joyce Engineering TABLE 4 SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS Sample Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks Inorganic Compounds Antimony 30-Dec-09 1.2 6.0 1.5 B 6.4 B NS 1.4 J NC 2B = NE µg/L (05/01/07)01-Jun-10 1.2 6.0 6.7 B 2.5 B NS 3.9 J 29-Dec-10 2.6 6.0 ND ND ND ND 29-Jun-11 5.0 6.0 ND ND ND ND 01-Nov-11 5.0 6.0 ND ND ND ND 01-May-12 5.0 6.0 ND ND ND ND 07-Nov-12 0.48 6.0 ND ND ND ND 09-May-13 5.0 6.0 ND ND ND ND 07-Nov-13 5.0 6.0 ND ND ND ND 05-Jun-14 5.0 6.0 ND ND ND ND 20-Nov-14 3.8 6.0 ND ND ND ND 27-Apr-15 3.8 6.0 ND ND ND ND 19-Nov-15 3.8 6.0 ND ND ND ND 28-Jun-16 3.8 6.0 ND ND ND ND Arsenic 07-Nov-12 0.094 10.0 0.17 B 0.26 B 0.24 B 1.0 J NC 2B = 50 µg/L (05/01/07)09-May-13 5.0 10.0 ND ND ND ND 07-Nov-13 5.0 10.0 ND ND ND ND 05-Jun-14 5.0 10.0 ND ND ND ND 20-Nov-14 2.5 10.0 ND ND ND ND 27-Apr-15 2.5 10.0 ND ND ND ND 19-Nov-15 2.5 10.0 3.0 J ND ND ND 28-Jun-16 2.5 10.0 ND ND ND ND Barium 30-Dec-09 1.1 100 25.1 J 34 J NS 3.4 J NC 2B = NE µg/L (05/01/07)01-Jun-10 1.1 100 28.8 J 31.5 J NS 2.0 J 29-Dec-10 0.20 100 22.3 B 27.8 B 27.9 B 11.3 J 29-Jun-11 5.0 100 40.0 J 39.4 J 39.3 J ND 01-Nov-11 5.0 100 30.1 J 35.2 J 34.3 J ND 01-May-12 5.0 100 66.1 J 35.4 J 33.3 J ND 07-Nov-12 0.39 100 27.6 B 31.5 B 29.9 B 12.2 J 09-May-13 5.0 100 33.6 J 33.8 J 32.6 J ND 07-Nov-13 5.0 100 36.6 J 32.0 J 29.8 J ND 05-Jun-14 5.0 100 31.2 J 35.8 J 33.6 J ND 20-Nov-14 2.5 100 26.6 J 31.2 J 29.4 J ND 27-Apr-15 2.5 100 28.9 J 33.7 J 36.0 J ND 19-Nov-15 2.5 100 45.8 J 44.1 J 43.6 J ND 28-Jun-16 2.5 100 30.8 J 34.8 J 32.5 J ND Cadmium 30-Dec-09 0.2 1.0 ND ND NS ND NC 2B = 2 µg/L (05/01/07)01-Jun-10 0.2 1.0 0.9 B 0.4 B NS 0.4 J 29-Dec-10 0.50 1.0 ND ND ND ND 29-Jun-11 1.0 1.0 ND ND ND ND 01-Nov-11 1.0 1.0 ND ND ND ND 01-May-12 1.0 1.0 ND ND ND ND 07-Nov-12 0.026 1.000 ND ND ND ND 09-May-13 1.0 1.0 ND ND ND ND 07-Nov-13 1.0 1.0 ND ND ND ND 05-Jun-14 1.0 1.0 ND ND ND ND 20-Nov-14 0.5 1.0 ND ND ND ND 27-Apr-15 0.5 1.0 ND ND ND ND 19-Nov-15 0.5 1.0 ND ND ND ND 28-Jun-16 0.5 1.0 ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 1 of 4 Joyce Engineering TABLE 4 SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS Sample Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks Chromium 30-Dec-09 0.7 10.0 ND ND NS ND NC 2B = 50 µg/L (05/01/07)01-Jun-10 0.7 10.0 1.7 J 1.2 J NS ND 29-Dec-10 0.40 10.0 0.69 J 0.53 J 0.41 J ND 29-Jun-11 5.0 10.0 ND ND ND ND 01-Nov-11 5.0 10.0 ND ND ND ND 01-May-12 5.0 10.0 ND ND ND ND 07-Nov-12 0.030 10.0 0.29 B 0.13 B 0.11 B 0.099 J 09-May-13 5.0 10.0 ND ND ND ND 07-Nov-13 5.0 10.0 ND ND ND ND 05-Jun-14 5.0 10.0 ND ND ND ND 20-Nov-14 2.5 10.0 ND ND 2.7 J ND 27-Apr-15 2.5 10.0 ND ND ND ND 19-Nov-15 2.5 10.0 6.3 J 8.6 J 5.7 J ND 28-Jun-16 2.5 10.0 ND ND ND ND Cobalt 30-Dec-09 0.7 10.0 ND ND NS ND NC 2B = NE µg/L (05/01/07)01-Jun-10 0.7 10.0 ND ND NS ND 29-Dec-10 0.60 10.0 ND 1.8 J 1.9 J ND 29-Jun-11 5.0 10.0 ND ND ND ND 01-Nov-11 5.0 10.0 ND ND ND ND 01-May-12 5.0 10.0 ND ND ND ND 07-Nov-12 0.053 10.0 0.34 B 0.76 B 0.76 B 0.24 J 09-May-13 5.0 10.0 ND ND ND ND 07-Nov-13 5.0 10.0 ND ND ND ND 05-Jun-14 5.0 10.0 ND ND ND ND 20-Nov-14 2.5 10.0 ND ND ND ND 27-Apr-15 2.5 10.0 ND ND ND ND 19-Nov-15 2.5 10.0 ND ND ND ND 28-Jun-16 2.5 10.0 ND ND ND ND Copper 30-Dec-09 2.0 10.0 ND ND NS ND NC 2B = 7 µg/L (05/01/07)01-Jun-10 2.0 10.0 6.9 B 5.8 B NS 4.8 J 29-Dec-10 0.30 10.0 0.38 J ND ND ND 29-Jun-11 5.0 10.0 ND ND ND ND 01-Nov-11 5.0 10.0 ND ND ND ND 01-May-12 5.0 10.0 ND ND ND ND 07-Nov-12 0.093 10.0 0.27 B 0.38 B 0.38 B 1.23 J 09-May-13 5.0 10.0 ND ND ND ND 07-Nov-13 5.0 10.0 ND ND ND ND 05-Jun-14 5.0 10.0 ND ND ND ND 20-Nov-14 2.5 10.0 ND ND ND ND 27-Apr-15 2.5 10.0 3.5 B 7.2 B ND 3.2 J 19-Nov-15 2.5 10.0 5.2 J 6.5 J 5.9 J ND 28-Jun-16 2.5 10.0 ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 2 of 4 Joyce Engineering TABLE 4 SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS Sample Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks Lead 30-Dec-09 2.0 10.0 ND ND NS ND NC 2B = 25 µg/L (05/01/07)01-Jun-10 2.0 10.0 2.7 B 2.8 B NS 3.2 J 29-Dec-10 4.0 10.0 ND ND ND ND 29-Jun-11 5.0 10.0 ND ND ND ND 01-Nov-11 5.0 10.0 ND ND ND ND 01-May-12 5.0 10.0 ND ND ND ND 07-Nov-12 0.025 10.0 0.071 B 0.049 B 0.060 B 0.58 J 09-May-13 5.0 10.0 ND ND ND ND 07-Nov-13 5.0 10.0 ND ND ND ND 05-Jun-14 5.0 10.0 ND ND ND ND 20-Nov-14 2.5 10.0 ND ND ND ND 27-Apr-15 2.5 10.0 ND ND ND ND 19-Nov-15 2.5 10.0 4.7 J 2.6 J 5.0 J ND 28-Jun-16 2.5 10.0 ND ND ND ND Nickel 07-Nov-12 0.26 50.0 0.46 B 0.39 B 0.35 B 0.84 J NC 2B = 88 µg/L (05/01/07)09-May-13 5.0 50.0 ND ND ND ND 07-Nov-13 5.0 50.0 ND ND ND ND 05-Jun-14 5.0 50.0 ND ND ND ND 20-Nov-14 2.5 50.0 ND ND ND ND 27-Apr-15 2.5 50.0 ND ND ND ND 19-Nov-15 2.5 50.0 ND 3.0 J ND ND 28-Jun-16 2.5 50.0 ND ND ND ND Vanadium 30-Dec-09 0.4 25.0 2.0 J 0.8 J NS ND NC 2B = NE µg/L (05/01/07)01-Jun-10 0.4 25.0 2.2 J 2.4 J NS ND 29-Dec-10 0.20 25.0 0.67 B 0.37 B 0.62 B 0.26 J 29-Jun-11 5.0 25.0 ND ND ND ND 01-Nov-11 5.0 25.0 ND ND ND ND 01-May-12 5.0 25.0 ND ND ND ND 07-Nov-12 0.085 25.0 0.63 J 0.44 J 0.52 J ND 09-May-13 5.0 25.0 7.8 J 9.1 J 9.4 J ND 07-Nov-13 5.0 25.0 ND ND ND ND 05-Jun-14 5.0 25.0 ND ND ND ND 20-Nov-14 2.5 25.0 ND ND ND ND 27-Apr-15 2.5 25.0 ND 2.80 J ND ND 19-Nov-15 2.5 25.0 13.9 J 18.8 J 14.4 J ND 28-Jun-16 2.5 25.0 ND ND ND ND Zinc 30-Dec-09 2.7 10.0 6.7 B ND NS 4.7 J NC 2B = 50 µg/L (05/01/07)01-Jun-10 2.7 10.0 6.7 J 8.7 J NS ND 29-Dec-10 0.40 10.0 ND 1.2 B 1.2 B 12.5 29-Jun-11 10.0 10.0 ND ND ND 10.5 01-Nov-11 10.0 10.0 ND ND ND ND 01-May-12 10.0 10.0 ND ND ND ND 07-Nov-12 1.31 10.0 ND ND 1.56 J ND 09-May-13 10.0 10.0 ND ND ND ND 07-Nov-13 10.0 10.0 ND ND ND ND 05-Jun-14 10.0 10.0 ND ND ND ND 20-Nov-14 5.0 10.0 ND ND ND ND 27-Apr-15 5.0 10.0 8.9 B 10.5 B 9.3 B 7.5 J 19-Nov-15 5.0 10.0 7.5 J 9.2 J 10.1 ND 28-Jun-16 5.0 10.0 ND ND ND ND Town of Kernersville Landfill Permit No. 34-04 Page 3 of 4 Joyce Engineering TABLE 4 SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS Sample Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks Organic Compounds Acetone 29-Jun-11 2.2 100 2.8 B 3.3 B 4.4 B 5.3 J NC 2B = NE µg/L (05/01/07)01-Nov-11 2.2 100 ND ND ND 14.6 J 01-May-12 2.2 100 ND ND ND ND 07-Nov-12 0.193 100 ND ND ND ND 09-May-13 10.0 100 ND ND ND 12.0 J 07-Nov-13 10.0 100 ND ND ND ND 05-Jun-14 10.0 100 ND ND ND ND 20-Nov-14 10.0 100 ND ND ND ND 27-Apr-15 10.0 100 12.4 B 10.6 B 13.8 B 20.7 J 19-Nov-15 10.0 100 ND ND ND ND 28-Jun-16 10.0 100 ND ND ND ND cis-1,2-Dichloroethene 30-Dec-09 0.1 5.0 ND ND NS ND NC 2B = NE µg/L (05/01/07)01-Jun-10 0.1 5.0 ND ND NS ND 29-Dec-10 0.19 5.0 ND 0.39 J ND ND 29-Jun-11 0.19 5.0 0.26 J 0.30 J 0.33 J ND 01-Nov-11 0.19 5.0 ND ND ND ND 01-May-12 0.19 5.0 0.31 B ND ND 0.21 (ND)J 07-Nov-12 0.103 5.00 ND ND ND ND 09-May-13 0.19 5.0 ND ND ND ND 07-Nov-13 0.19 5.0 ND 0.38 J ND ND 05-Jun-14 0.19 5.0 ND 0.33 J ND ND 20-Nov-14 0.19 5.0 ND 0.49 J ND ND 27-Apr-15 0.19 5.0 ND ND 0.39 J ND 19-Nov-15 0.19 5.0 ND ND ND ND 28-Jun-16 0.19 5.0 ND ND ND ND Notes: 1. RL = Reporting limit (NC SWSL). 2. All concentrations are in micrograms per liter (ug/L). 3. NC 2B Standard is the surface water quality standard. Classification is currently Freshwater Aquatic Life. 4. NS = Not sampled. 5. SMP = Surface water monitoring point. 6. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples. 7. ND = Not detected at the laboratory's detection limit. 8. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit. 9. B = Blank Qualifed 10. Shaded values are greater than the established NC 2B Surface Water Quality Standards. 11. DL = Detection limit. 12. NE = Not established. Town of Kernersville Landfill Permit No. 34-04 Page 4 of 4 Joyce Engineering TABLE 5 SUMMARY OF MNA CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 Alkalinity, Total as CaCO3 Jun-14 1000.0 5000 ---4600 J 148000 147000 160000 186000 (ug/L)Nov-14 1000.0 5000 ------159000 151000 159000 181000 Apr-15 1000.0 5000 ------141000 134000 146000 166000 Nov-15 1000.0 5000 ------158000 147000 158000 185000 Jun-16 1000.0 5000 ------135000 142000 148000 165000 Sulfate Jun-14 2000 250000 ---6500 J ND ND ND ND (ug/L)Nov-14 1000 250000 ------1760 J 1730 J 1870 J 1560 J Apr-15 1000 250000 ------ND ND ND ND Nov-15 1000 250000 ------1190 J 1360 J 1520 J 1240 J Jun-16 1000 250000 ------1390 J 1750 J 1740 J 1400 J Nitrogen, Nitrate Jun-14 20.0 1000 ---72 J 56 J ND ND ND (ug/L)Nov-14 10.0 1000 ------45 J ND ND ND Apr-15 10.0 1000 ------ND ND ND ND Nov-15 10.0 1000 ------69.4 J 15.8 J 13.1 J 19.1 J Jun-16 10.0 10000 ------74.9 J ND ND ND Ethene Jun-14 0.5 10 ------ND ND ND ND (ug/L)Nov-14 0.5 10 ------ND ND ND ND Apr-15 0.5 10 ------ND ND ND 4.1 Nov-15 0.5 10 ------ND ND ND ND Jun-16 0.8 10 ------ND ND ND 2.6 J Ethane Jun-16 0.9 10 ------ND 1.7 J ND ND (ug/L) Methane Jun-14 3.3 6.6 ------5530 254 242 515 (ug/L)Nov-14 3.3 6.6 ------4980 159 182 186 Apr-15 3.3 6.6 ------4160 178 188 536 Nov-15 3.3 6.0 ------6010 220 160 2.6 J Jun-16 0.5 10 ------3190 164 128 376 Chloride Jun-14 1000 1000 ---2220 11200 25900 16800 15600 (ug/L)Nov-14 500 1000 ------17100 27900 17300 17100 Apr-15 500 1000 ------12200 26900 17200 17000 Nov-15 500 1000 ------16300 27800 17400 16900 Jun-16 500 1000 ------10600 30700 18900 18400 Total Organic Carbon Jun-14 1000 1000 ---3100 10600 8300 1500 8200 (ug/L)Nov-14 500 1000 ------2150 1750 1370 1100 Apr-15 500 1000 ------1510 1720 1380 1630 Nov-15 500 1000 ------889 J 1210 ND 1900 Jun-16 500 1000 ------1080 2870 810 J 1480 Hydrogen Jun-14 0.13 0.6 ------1.5 1.2 120 3.5 (nM)Nov-14 0.13 0.6 ------2.0 1.1 4.4 1.4 Apr-15 0.13 0.6 ------2.3 1.4 320 4.4 Nov-15 0.13 0.6 ------1.9 1.4 7.4 1.4 Jun-16 0.08 0.6 ------8.8 280 3600 15 BOD, 5 day Jun-14 2000 2000 ---ND ND ND ND ND (ug/L)Nov-14 2000 2000 ------4900 ND ND ND Apr-15 2000 2000 ------5670 ND ND ND Nov-15 2000 2000 ------5000 ND ND ND Jun-16 2000 2000 ------ND 2000 ND ND BTEX Jun-16 ------------4.9 ND ND ND (ug/L) Chemical Oxygen Demand Jun-14 12500 25000 ---ND ND ND ND ND (ug/L)Nov-14 12500 25000 ------ND ND 431000 ND Apr-15 12500 25000 ------ND ND ND ND Nov-15 12500 25000 ------ND ND ND 16000 J Jun-16 12500 25000 ------ND 17000 J ND 17000 J Town of Kernersville Landfill Permit No. 34-04 Page 1 of 2 Joyce Engineering TABLE 5 SUMMARY OF MNA CONSTITUENTS Sample Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 Acetic Acid Jun-14 890 5000 ------ND ND ND ND (ug/L)Nov-14 890 5000 ------ND ND ND ND Apr-15 890 5000 ------2500 J ND 1700 J ND Nov-15 160 200 ------ND ND ND ND Jun-16 330 5000 ------ND ND ND 500 J Propionic Acid Jun-14 730 5000 ------ND ND ND ND (ug/L)Nov-14 730 5000 ------ND ND ND ND Apr-15 730 5000 ------750 J ND ND ND Nov-15 65 100 ------ND ND ND ND Jun-16 52 5000 ------ND ND ND ND Total Volatile Fatty Acids Jun-14 ------------ND ND ND ND (ug/L)Nov-14 ------------ND ND ND ND Apr-15 ------------3250 ND 1700 ND Nov-15 ------------ND ND ND ND Ferrious Iron Jun-14 ---------------0.00 0.00 0.90 (mg/L)Nov-14 ------------0.50 0.00 0.00 0.50 Apr-15 ------------0.50 0.20 0.00 0.70 Nov-15 ------------0.50 0.00 0.00 0.50 Jun-16 ------------0.00 0.00 0.00 0.50 Oxidation Reduction Potential Jun-14 ------------92.6 65.7 15.4 38.3 (mV)Nov-14 ------------53.2 18.1 65.7 59.1 Apr-15 ------------55.9 31.3 43.9 41.5 Nov-15 ------------100.3 57.6 29.4 34.5 Jun-16 ------------51.6 43.4 17.9 38.5 pH Jun-14 ------------5.56 6.62 6.05 6.41 (S.U.)Nov-14 ------------6.26 6.37 6.34 6.42 Apr-15 ------------6.12 6.35 6.29 6.46 Nov-15 ------------6.03 6.15 6.06 6.45 Jun-16 ------------5.54 5.80 5.81 5.84 Dissovled Carbon Dioxide Jun-14 ---------------55 80 115 (mg/L)Nov-14 ------------65 45 90 35 Apr-15 ------------55 50 85 80 Nov-15 ------------125 115 90 70 Jun-16 ------------100 65 90 85 Notes: MW = Monitoring well. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples. ND = Not detected at the laboratory's detection limit. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit. B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks. DL = Detection limit. QL = Quantitation limit (NC SWSL). --- = Monitoring well was not sampled. Town of Kernersville Landfill Permit No. 34-04 Page 2 of 2 Joyce Engineering TABLE 6: BIODEGRADATION SCREENING MATRIX Parameter Concentration Interpretation Possible Points Awarded Points Awarded in Plume Points with DP points without DP points Oxygen < 0.5 mg/L Tolerated, suppresses the reductive pathway at higher 3 0 0 concentrations > 5 mg/L Not tolerated; however, vinyl chloride may be oxidized -3 0 0 aerobically Nitrate < 1 mg/L At higher concentrations may compete with reductive 2 2 2 pathway Iron II (Ferrous Iron)> 1 mg/L Reductive pathway possible; vinyl chloride may be 3 0 0 oxidized under Fe (III) - reducing conditions Sulfate < 20 mg/L At higher concentrations may compete with reductive 2 2 2 pathway Sulfide > 1 mg/L Reductive pathway possible 3 0 0 Methane < 0.5 mg/L Vinyl chloride oxidizes 0 0 0 > 0.5 mg/L Ultimate reductive daughter product, vinyl chloride 3 0 0 accumulates Oxidation Reduction < 50 mV Reductive pathway possible 1 1 1 Potential < -100 mV Reductive pathway likely 2 0 0 pH 5 < pH < 9 Optimal range for reductive pathway 0 0 0 5 > pH > 9 Outside optimal range for reductive pathway -2 0 0 TOC > 20 mg/L Carbon and energy source; drives dechlorination; can 2 0 0 be natural or anthropogenic Temperature >20o C At T > 20oC biochemical process is accelerated 1 0 0 Carbon Dioxide > 2x background Ultimate oxidative daughter product 1 0 0 Alkalinity > 2x background Results from interaction between CO2 and 1 1 1 aquifer minerals Chloride > 2x background Daughter product of organic chlorine 2 2 2 Hydrogen > 1 nM Reductive pathway possible 3 3 3 < 1 nM Vinyl chloride oxidizes 0 Volatile Fatty Acids > 0.1 mg/L Intermediates resulting from biodegradation of more 2 0 0 complex compounds; carbon and energy source BTEX > 0.1 mg/L Carbon and energy source; drives dechlorination 2 0 0 Tetrachloroethene (PCE)---Material released 0 0 0 Trichloroethene (TCE)---Material released 0 0 0 ---Daughter product of PCE 2 2 0 Dichloroethenes (DCE)---Material released 0 0 0 Daughter product of TCE 2 2 0 Dichloroethene, cis-1,2,---Material released 0 0 0 ---Daughter product of trichlorethene 2 2 0 Vinyl Chloride (VC)---Material released 0 0 0 ---Daughter product of DCE 2 2 0 1,1,1-Trichloroethane (TCA)---Material released 0 0 0 1,1-Dichloroethane (DCA)---Material released 0 0 0 Daughter product of TCA 2 2 0 Chloroethane ---Daughter product of dichloroethane or vinyl chloride 0 0 0 under reducing conditions 2 0 0 Ethene/Ethane > 0.01 mg/L Daughter products of vinyl chloride/ethene 2 0 0 > 0.1 mg/L 3 0 0 Chloroform ---Material released 0 0 0 ---Daughter product of carbon tetrachloride 2 0 0 Dichloromethane (MC)---Material released 0 0 0 (Methylene Chloride)---Daughter product of chloroform 2 0 0 Based on data collected in June 2016.Total Points Awarded :21 11 mg/L = miligrams per liter mV = millivolts NOTE: Chloroethane, Methane, TCE, DCE, cis-1,2-DCE, MC, VC, DCA, and CO2 are all present in the plume; however, nM = Nanometer it is uncertain whether these are primary leachate constituents or daughter products (DPs); therefore, we C = Celcius have two calculation columns. The first column assumes all of these are daughter products, and the NA = Not Analyzed second column assumes none of them are. The true score is probably between the two. BTEX = Sum of Benzene, Toluene, Ethylbenzene, and Total Xylenes SCORE:Evid. of Nat. Atten. This screening matrix is prepared in general accordance with the United Stated Environmental Protection Agency's < 5 inadequate (EPA's) Table 2.3 Analytical Parameters and Weighted for Preliminary Screening for Anaerobic Biodegradation 6-14 limited Process presented in the EPA's Technical Protocol for Evaluating Natural Attenuation of Chlorinated Solvents 15-19 adequate in Groundwater, September 1988.> 20 strong Town of Kernersville Joyce Engineering Figure Figure 1 Site Location Map Drawing Drawing 1 Potentiometric Surface Contour Map Appendix I Laboratory Analytical Report and Field Data Logs #=CL# July 07, 2016 LIMS USE: FR - ALEX EVERHART LIMS OBJECT ID: 92303262 92303262 Project: Pace Project No.: RE: Mr. Alex Everhart Joyce Engineering-NC 2211 W. Meadowview Road Suite 101 Greensboro, NC 27407 TOWN OF KERNERSVILLE 838.1601. Dear Mr. Everhart: Enclosed are the analytical results for sample(s) received by the laboratory on June 29, 2016. The results relate only to the samples included in this report. Results reported herein conform to the most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. Analyses were performed at the Pace Analytical Services location indicated on the sample analyte page for analysis unless otherwise footnoted. If you have any questions concerning this report, please feel free to contact me. Sincerely, Kevin Godwin kevin.godwin@pacelabs.com Project Manager Enclosures cc:Mr. Van Burbach, Joyce Engineering-NC Alex Everhart, Joyce Engineering-NC REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 1 of 37 #=CP# CERTIFICATIONS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Charlotte Certification IDs 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 South Carolina Certification #: 99006001 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Virginia/VELAP Certification #: 460221 Asheville Certification IDs 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification #: M-NC030 North Carolina Drinking Water Certification #: 37712 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, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 2 of 37 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Lab ID Sample ID Matrix Date Collected Date Received 92303262001 3404-MW2 Water 06/28/16 13:05 06/29/16 10:30 92303262002 3404-MW3S Water 06/28/16 11:51 06/29/16 10:30 92303262003 3404-MW3D Water 06/28/16 10:57 06/29/16 10:30 92303262004 3404-MW4 Water 06/28/16 12:22 06/29/16 10:30 92303262005 3404-MW5 Water 06/28/16 10:15 06/29/16 10:30 92303262006 3404-SW1 Water 06/28/16 13:25 06/29/16 10:30 92303262007 3404-SW2 Water 06/28/16 12:26 06/29/16 10:30 92303262008 3404-SW3 Water 06/28/16 13:20 06/29/16 10:30 92303262009 FIELD BLANK Water 06/28/16 13:35 06/29/16 10:30 92303262010 TRIP BLANK Water 06/28/16 07:30 06/29/16 10:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 3 of 37 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 92303262001 3404-MW2 EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262002 3404-MW3S EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262003 3404-MW3D EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262004 3404-MW4 EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262005 3404-MW5 EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262006 3404-SW1 EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262007 3404-SW2 EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262008 3404-SW3 EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262009 FIELD BLANK EPA 6010 15 PASI-AJMW EPA 8260 50 PASI-CGAW 92303262010 TRIP BLANK EPA 8260 50 PASI-CGAW REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 4 of 37 #=HO# SUMMARY OF DETECTION Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Parameters AnalyzedResult Lab Sample ID Report Limit QualifiersUnitsMethod Client Sample ID 92303262001 3404-MW2 Barium 253 ug/L 07/06/16 21:56100EPA 6010 Beryllium 0.60J ug/L 07/06/16 21:561.0EPA 6010 Benzene 4.9 ug/L 07/01/16 13:401.0EPA 8260 Chlorobenzene 0.26J ug/L 07/01/16 13:403.0EPA 8260 1,4-Dichlorobenzene 4.8 ug/L 07/01/16 13:401.0EPA 8260 1,1-Dichloroethane 19.1 ug/L 07/01/16 13:405.0EPA 8260 1,2-Dichloroethane 0.76J ug/L 07/01/16 13:401.0EPA 8260 cis-1,2-Dichloroethene 42.4 ug/L 07/01/16 13:405.0EPA 8260 trans-1,2-Dichloroethene 1.4J ug/L 07/01/16 13:405.0EPA 8260 1,2-Dichloropropane 4.3 ug/L 07/01/16 13:401.0EPA 8260 Tetrachloroethene 1.0 ug/L 07/01/16 13:401.0EPA 8260 Trichloroethene 4.9 ug/L 07/01/16 13:401.0EPA 8260 Vinyl chloride 4.6 ug/L 07/01/16 13:401.0EPA 8260 92303262002 3404-MW3S Barium 155 ug/L 07/06/16 22:21100EPA 6010 Beryllium 0.74J ug/L 07/06/16 22:211.0EPA 6010 Cadmium 2.6 ug/L 07/06/16 22:211.0EPA 6010 Chromium 11.9 ug/L 07/06/16 22:2110.0EPA 6010 Cobalt 8.7J ug/L 07/06/16 22:2110.0EPA 6010 Copper 17.6 ug/L 07/06/16 22:2110.0EPA 6010 Lead 6.3J ug/L 07/06/16 22:2110.0EPA 6010 Nickel 6.2J ug/L 07/06/16 22:2150.0EPA 6010 Vanadium 45.2 ug/L 07/06/16 22:2125.0EPA 6010 Zinc 404 ug/L 07/06/16 22:2110.0EPA 6010 Chlorobenzene 1.1J ug/L 07/01/16 13:573.0EPA 8260 1,4-Dichlorobenzene 1.7 ug/L 07/01/16 13:571.0EPA 8260 1,1-Dichloroethane 0.90J ug/L 07/01/16 13:575.0EPA 8260 1,2-Dichloroethane 0.29J ug/L 07/01/16 13:571.0EPA 8260 cis-1,2-Dichloroethene 7.5 ug/L 07/01/16 13:575.0EPA 8260 Vinyl chloride 2.3 ug/L 07/01/16 13:571.0EPA 8260 92303262003 3404-MW3D Barium 37.9J ug/L 07/06/16 22:24100EPA 6010 Chlorobenzene 0.34J ug/L 07/01/16 14:143.0EPA 8260 1,4-Dichlorobenzene 3.9 ug/L 07/01/16 14:141.0EPA 8260 1,1-Dichloroethane 3.3J ug/L 07/01/16 14:145.0EPA 8260 1,2-Dichloroethane 0.89J ug/L 07/01/16 14:141.0EPA 8260 cis-1,2-Dichloroethene 53.2 ug/L 07/01/16 14:145.0EPA 8260 1,2-Dichloropropane 1.2 ug/L 07/01/16 14:141.0EPA 8260 Vinyl chloride 6.1 ug/L 07/01/16 14:141.0EPA 8260 92303262004 3404-MW4 Barium 90.1J ug/L 07/06/16 22:28100EPA 6010 Beryllium 0.52J ug/L 07/06/16 22:281.0EPA 6010 Chromium 5.0J ug/L 07/06/16 22:2810.0EPA 6010 Cobalt 2.6J ug/L 07/06/16 22:2810.0EPA 6010 Copper 2.7J ug/L 07/06/16 22:2810.0EPA 6010 Lead 3.7J ug/L 07/06/16 22:2810.0EPA 6010 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 5 of 37 #=HO# SUMMARY OF DETECTION Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Parameters AnalyzedResult Lab Sample ID Report Limit QualifiersUnitsMethod Client Sample ID 92303262004 3404-MW4 Nickel 2.6J ug/L 07/06/16 22:2850.0EPA 6010 Vanadium 6.8J ug/L 07/06/16 22:2825.0EPA 6010 Zinc 6.5J ug/L 07/06/16 22:2810.0EPA 6010 1,4-Dichlorobenzene 2.4 ug/L 07/01/16 14:311.0EPA 8260 1,1-Dichloroethane 1.9J ug/L 07/01/16 14:315.0EPA 8260 cis-1,2-Dichloroethene 19.5 ug/L 07/01/16 14:315.0EPA 8260 Vinyl chloride 17.0 ug/L 07/01/16 14:311.0EPA 8260 92303262005 3404-MW5 Arsenic 3.7J ug/L 07/06/16 22:3210.0EPA 6010 Barium 70.6J ug/L 07/06/16 22:32100EPA 6010 Beryllium 0.54J ug/L 07/06/16 22:321.0EPA 6010 Cobalt 23.0 ug/L 07/06/16 22:3210.0EPA 6010 Copper 2.5J ug/L 07/06/16 22:3210.0EPA 6010 Vanadium 7.6J ug/L 07/06/16 22:3225.0EPA 6010 Zinc 5.7J ug/L 07/06/16 22:3210.0EPA 6010 92303262006 3404-SW1 Barium 30.8J ug/L 07/06/16 22:35100EPA 6010 92303262007 3404-SW2 Barium 34.8J ug/L 07/06/16 22:39100EPA 6010 92303262008 3404-SW3 Barium 32.5J ug/L 07/06/16 22:43100EPA 6010 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 6 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW2 Lab ID:92303262001 Collected:06/28/16 13:05 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 21:56 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 21:56 7440-38-207/05/16 17:4010.0 2.5 1 Barium 253 ug/L 07/06/16 21:56 7440-39-307/05/16 17:401002.5 1 Beryllium 0.60J ug/L 07/06/16 21:56 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 21:56 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 21:56 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt ND ug/L 07/06/16 21:56 7440-48-407/05/16 17:4010.0 2.5 1 Copper ND ug/L 07/06/16 21:56 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 21:56 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 21:56 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 21:56 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 21:56 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 21:56 7440-28-007/05/16 17:405.5 5.0 1 Vanadium ND ug/L 07/06/16 21:56 7440-62-207/05/16 17:4025.0 2.5 1 Zinc ND ug/L 07/06/16 21:56 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 13:40 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 13:40 107-13-12001.9 1 Benzene 4.9 ug/L 07/01/16 13:40 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 13:40 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 13:40 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 13:40 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 13:40 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 13:40 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 13:40 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 13:40 56-23-51.0 0.25 1 Chlorobenzene 0.26J ug/L 07/01/16 13:40 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 13:40 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 13:40 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 13:40 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:40 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 13:40 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:40 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 13:40 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 13:40 95-50-15.0 0.30 1 1,4-Dichlorobenzene 4.8 ug/L 07/01/16 13:40 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:40 110-57-61001.0 1 1,1-Dichloroethane 19.1 ug/L 07/01/16 13:40 75-34-35.0 0.32 1 1,2-Dichloroethane 0.76J ug/L 07/01/16 13:40 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 13:40 75-35-45.0 0.56 1 cis-1,2-Dichloroethene 42.4 ug/L 07/01/16 13:40 156-59-25.0 0.19 1 trans-1,2-Dichloroethene 1.4J ug/L 07/01/16 13:40 156-60-55.0 0.49 1 1,2-Dichloropropane 4.3 ug/L 07/01/16 13:40 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 13:40 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 13:40 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 7 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW2 Lab ID:92303262001 Collected:06/28/16 13:05 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 13:40 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 13:40 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 13:40 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 13:40 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:40 108-10-11000.33 1 Styrene ND ug/L 07/01/16 13:40 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:40 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:40 79-34-53.0 0.40 1 Tetrachloroethene 1.0 ug/L 07/01/16 13:40 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 13:40 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 13:40 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 13:40 79-00-51.0 0.29 1 Trichloroethene 4.9 ug/L 07/01/16 13:40 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 13:40 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 13:40 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 13:40 108-05-450.0 0.35 1 Vinyl chloride 4.6 ug/L 07/01/16 13:40 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 13:40 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)102 %07/01/16 13:40 460-00-470-130 1 1,2-Dichloroethane-d4 (S)106 %07/01/16 13:40 17060-07-070-130 1 Toluene-d8 (S)106 %07/01/16 13:40 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 8 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW3S Lab ID:92303262002 Collected:06/28/16 11:51 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:21 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:21 7440-38-207/05/16 17:4010.0 2.5 1 Barium 155 ug/L 07/06/16 22:21 7440-39-307/05/16 17:401002.5 1 Beryllium 0.74J ug/L 07/06/16 22:21 7440-41-707/05/16 17:401.0 0.50 1 Cadmium 2.6 ug/L 07/06/16 22:21 7440-43-907/05/16 17:401.0 0.50 1 Chromium 11.9 ug/L 07/06/16 22:21 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt 8.7J ug/L 07/06/16 22:21 7440-48-407/05/16 17:4010.0 2.5 1 Copper 17.6 ug/L 07/06/16 22:21 7440-50-807/05/16 17:4010.0 2.5 1 Lead 6.3J ug/L 07/06/16 22:21 7439-92-107/05/16 17:4010.0 2.5 1 Nickel 6.2J ug/L 07/06/16 22:21 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:21 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:21 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:21 7440-28-007/05/16 17:405.5 5.0 1 Vanadium 45.2 ug/L 07/06/16 22:21 7440-62-207/05/16 17:4025.0 2.5 1 Zinc 404 ug/L 07/06/16 22:21 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 13:57 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 13:57 107-13-12001.9 1 Benzene ND ug/L 07/01/16 13:57 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 13:57 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 13:57 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 13:57 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 13:57 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 13:57 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 13:57 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 13:57 56-23-51.0 0.25 1 Chlorobenzene 1.1J ug/L 07/01/16 13:57 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 13:57 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 13:57 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 13:57 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:57 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 13:57 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:57 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 13:57 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 13:57 95-50-15.0 0.30 1 1,4-Dichlorobenzene 1.7 ug/L 07/01/16 13:57 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:57 110-57-61001.0 1 1,1-Dichloroethane 0.90J ug/L 07/01/16 13:57 75-34-35.0 0.32 1 1,2-Dichloroethane 0.29J ug/L 07/01/16 13:57 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 13:57 75-35-45.0 0.56 1 cis-1,2-Dichloroethene 7.5 ug/L 07/01/16 13:57 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 13:57 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 13:57 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 13:57 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 13:57 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 9 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW3S Lab ID:92303262002 Collected:06/28/16 11:51 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 13:57 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 13:57 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 13:57 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 13:57 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:57 108-10-11000.33 1 Styrene ND ug/L 07/01/16 13:57 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:57 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:57 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 13:57 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 13:57 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 13:57 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 13:57 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 13:57 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 13:57 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 13:57 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 13:57 108-05-450.0 0.35 1 Vinyl chloride 2.3 ug/L 07/01/16 13:57 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 13:57 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)103 %07/01/16 13:57 460-00-470-130 1 1,2-Dichloroethane-d4 (S)102 %07/01/16 13:57 17060-07-070-130 1 Toluene-d8 (S)105 %07/01/16 13:57 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 10 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW3D Lab ID:92303262003 Collected:06/28/16 10:57 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:24 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:24 7440-38-207/05/16 17:4010.0 2.5 1 Barium 37.9J ug/L 07/06/16 22:24 7440-39-307/05/16 17:401002.5 1 Beryllium ND ug/L 07/06/16 22:24 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:24 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 22:24 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt ND ug/L 07/06/16 22:24 7440-48-407/05/16 17:4010.0 2.5 1 Copper ND ug/L 07/06/16 22:24 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 22:24 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 22:24 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:24 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:24 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:24 7440-28-007/05/16 17:405.5 5.0 1 Vanadium ND ug/L 07/06/16 22:24 7440-62-207/05/16 17:4025.0 2.5 1 Zinc ND ug/L 07/06/16 22:24 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 14:14 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 14:14 107-13-12001.9 1 Benzene ND ug/L 07/01/16 14:14 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 14:14 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 14:14 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 14:14 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 14:14 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 14:14 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 14:14 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 14:14 56-23-51.0 0.25 1 Chlorobenzene 0.34J ug/L 07/01/16 14:14 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 14:14 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 14:14 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 14:14 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 14:14 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 14:14 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 14:14 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 14:14 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 14:14 95-50-15.0 0.30 1 1,4-Dichlorobenzene 3.9 ug/L 07/01/16 14:14 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 14:14 110-57-61001.0 1 1,1-Dichloroethane 3.3J ug/L 07/01/16 14:14 75-34-35.0 0.32 1 1,2-Dichloroethane 0.89J ug/L 07/01/16 14:14 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 14:14 75-35-45.0 0.56 1 cis-1,2-Dichloroethene 53.2 ug/L 07/01/16 14:14 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 14:14 156-60-55.0 0.49 1 1,2-Dichloropropane 1.2 ug/L 07/01/16 14:14 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 14:14 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 14:14 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 11 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW3D Lab ID:92303262003 Collected:06/28/16 10:57 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 14:14 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 14:14 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 14:14 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 14:14 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 14:14 108-10-11000.33 1 Styrene ND ug/L 07/01/16 14:14 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 14:14 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 14:14 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 14:14 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 14:14 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 14:14 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 14:14 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 14:14 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 14:14 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 14:14 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 14:14 108-05-450.0 0.35 1 Vinyl chloride 6.1 ug/L 07/01/16 14:14 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 14:14 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)105 %07/01/16 14:14 460-00-470-130 1 1,2-Dichloroethane-d4 (S)103 %07/01/16 14:14 17060-07-070-130 1 Toluene-d8 (S)105 %07/01/16 14:14 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 12 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW4 Lab ID:92303262004 Collected:06/28/16 12:22 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:28 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:28 7440-38-207/05/16 17:4010.0 2.5 1 Barium 90.1J ug/L 07/06/16 22:28 7440-39-307/05/16 17:401002.5 1 Beryllium 0.52J ug/L 07/06/16 22:28 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:28 7440-43-907/05/16 17:401.0 0.50 1 Chromium 5.0J ug/L 07/06/16 22:28 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt 2.6J ug/L 07/06/16 22:28 7440-48-407/05/16 17:4010.0 2.5 1 Copper 2.7J ug/L 07/06/16 22:28 7440-50-807/05/16 17:4010.0 2.5 1 Lead 3.7J ug/L 07/06/16 22:28 7439-92-107/05/16 17:4010.0 2.5 1 Nickel 2.6J ug/L 07/06/16 22:28 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:28 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:28 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:28 7440-28-007/05/16 17:405.5 5.0 1 Vanadium 6.8J ug/L 07/06/16 22:28 7440-62-207/05/16 17:4025.0 2.5 1 Zinc 6.5J ug/L 07/06/16 22:28 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 14:31 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 14:31 107-13-12001.9 1 Benzene ND ug/L 07/01/16 14:31 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 14:31 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 14:31 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 14:31 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 14:31 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 14:31 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 14:31 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 14:31 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 14:31 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 14:31 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 14:31 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 14:31 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 14:31 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 14:31 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 14:31 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 14:31 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 14:31 95-50-15.0 0.30 1 1,4-Dichlorobenzene 2.4 ug/L 07/01/16 14:31 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 14:31 110-57-61001.0 1 1,1-Dichloroethane 1.9J ug/L 07/01/16 14:31 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 14:31 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 14:31 75-35-45.0 0.56 1 cis-1,2-Dichloroethene 19.5 ug/L 07/01/16 14:31 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 14:31 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 14:31 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 14:31 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 14:31 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 13 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW4 Lab ID:92303262004 Collected:06/28/16 12:22 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 14:31 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 14:31 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 14:31 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 14:31 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 14:31 108-10-11000.33 1 Styrene ND ug/L 07/01/16 14:31 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 14:31 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 14:31 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 14:31 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 14:31 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 14:31 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 14:31 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 14:31 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 14:31 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 14:31 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 14:31 108-05-450.0 0.35 1 Vinyl chloride 17.0 ug/L 07/01/16 14:31 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 14:31 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)105 %07/01/16 14:31 460-00-470-130 1 1,2-Dichloroethane-d4 (S)105 %07/01/16 14:31 17060-07-070-130 1 Toluene-d8 (S)104 %07/01/16 14:31 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 14 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW5 Lab ID:92303262005 Collected:06/28/16 10:15 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:32 7440-36-007/05/16 17:406.0 3.8 1 Arsenic 3.7J ug/L 07/06/16 22:32 7440-38-207/05/16 17:4010.0 2.5 1 Barium 70.6J ug/L 07/06/16 22:32 7440-39-307/05/16 17:401002.5 1 Beryllium 0.54J ug/L 07/06/16 22:32 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:32 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 22:32 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt 23.0 ug/L 07/06/16 22:32 7440-48-407/05/16 17:4010.0 2.5 1 Copper 2.5J ug/L 07/06/16 22:32 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 22:32 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 22:32 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:32 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:32 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:32 7440-28-007/05/16 17:405.5 5.0 1 Vanadium 7.6J ug/L 07/06/16 22:32 7440-62-207/05/16 17:4025.0 2.5 1 Zinc 5.7J ug/L 07/06/16 22:32 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 14:48 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 14:48 107-13-12001.9 1 Benzene ND ug/L 07/01/16 14:48 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 14:48 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 14:48 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 14:48 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 14:48 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 14:48 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 14:48 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 14:48 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 14:48 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 14:48 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 14:48 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 14:48 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 14:48 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 14:48 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 14:48 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 14:48 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 14:48 95-50-15.0 0.30 1 1,4-Dichlorobenzene ND ug/L 07/01/16 14:48 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 14:48 110-57-61001.0 1 1,1-Dichloroethane ND ug/L 07/01/16 14:48 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 14:48 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 14:48 75-35-45.0 0.56 1 cis-1,2-Dichloroethene ND ug/L 07/01/16 14:48 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 14:48 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 14:48 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 14:48 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 14:48 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 15 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-MW5 Lab ID:92303262005 Collected:06/28/16 10:15 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 14:48 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 14:48 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 14:48 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 14:48 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 14:48 108-10-11000.33 1 Styrene ND ug/L 07/01/16 14:48 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 14:48 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 14:48 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 14:48 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 14:48 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 14:48 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 14:48 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 14:48 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 14:48 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 14:48 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 14:48 108-05-450.0 0.35 1 Vinyl chloride ND ug/L 07/01/16 14:48 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 14:48 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)103 %07/01/16 14:48 460-00-470-130 1 1,2-Dichloroethane-d4 (S)105 %07/01/16 14:48 17060-07-070-130 1 Toluene-d8 (S)103 %07/01/16 14:48 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 16 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-SW1 Lab ID:92303262006 Collected:06/28/16 13:25 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:35 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:35 7440-38-207/05/16 17:4010.0 2.5 1 Barium 30.8J ug/L 07/06/16 22:35 7440-39-307/05/16 17:401002.5 1 Beryllium ND ug/L 07/06/16 22:35 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:35 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 22:35 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt ND ug/L 07/06/16 22:35 7440-48-407/05/16 17:4010.0 2.5 1 Copper ND ug/L 07/06/16 22:35 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 22:35 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 22:35 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:35 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:35 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:35 7440-28-007/05/16 17:405.5 5.0 1 Vanadium ND ug/L 07/06/16 22:35 7440-62-207/05/16 17:4025.0 2.5 1 Zinc ND ug/L 07/06/16 22:35 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 15:05 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 15:05 107-13-12001.9 1 Benzene ND ug/L 07/01/16 15:05 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 15:05 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 15:05 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 15:05 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 15:05 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 15:05 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 15:05 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 15:05 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 15:05 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 15:05 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 15:05 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 15:05 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 15:05 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 15:05 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 15:05 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 15:05 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 15:05 95-50-15.0 0.30 1 1,4-Dichlorobenzene ND ug/L 07/01/16 15:05 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 15:05 110-57-61001.0 1 1,1-Dichloroethane ND ug/L 07/01/16 15:05 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 15:05 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 15:05 75-35-45.0 0.56 1 cis-1,2-Dichloroethene ND ug/L 07/01/16 15:05 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 15:05 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 15:05 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 15:05 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 15:05 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 17 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-SW1 Lab ID:92303262006 Collected:06/28/16 13:25 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 15:05 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 15:05 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 15:05 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 15:05 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 15:05 108-10-11000.33 1 Styrene ND ug/L 07/01/16 15:05 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 15:05 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 15:05 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 15:05 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 15:05 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 15:05 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 15:05 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 15:05 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 15:05 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 15:05 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 15:05 108-05-450.0 0.35 1 Vinyl chloride ND ug/L 07/01/16 15:05 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 15:05 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)104 %07/01/16 15:05 460-00-470-130 1 1,2-Dichloroethane-d4 (S)105 %07/01/16 15:05 17060-07-070-130 1 Toluene-d8 (S)109 %07/01/16 15:05 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 18 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-SW2 Lab ID:92303262007 Collected:06/28/16 12:26 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:39 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:39 7440-38-207/05/16 17:4010.0 2.5 1 Barium 34.8J ug/L 07/06/16 22:39 7440-39-307/05/16 17:401002.5 1 Beryllium ND ug/L 07/06/16 22:39 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:39 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 22:39 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt ND ug/L 07/06/16 22:39 7440-48-407/05/16 17:4010.0 2.5 1 Copper ND ug/L 07/06/16 22:39 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 22:39 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 22:39 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:39 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:39 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:39 7440-28-007/05/16 17:405.5 5.0 1 Vanadium ND ug/L 07/06/16 22:39 7440-62-207/05/16 17:4025.0 2.5 1 Zinc ND ug/L 07/06/16 22:39 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 15:23 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 15:23 107-13-12001.9 1 Benzene ND ug/L 07/01/16 15:23 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 15:23 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 15:23 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 15:23 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 15:23 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 15:23 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 15:23 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 15:23 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 15:23 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 15:23 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 15:23 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 15:23 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 15:23 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 15:23 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 15:23 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 15:23 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 15:23 95-50-15.0 0.30 1 1,4-Dichlorobenzene ND ug/L 07/01/16 15:23 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 15:23 110-57-61001.0 1 1,1-Dichloroethane ND ug/L 07/01/16 15:23 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 15:23 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 15:23 75-35-45.0 0.56 1 cis-1,2-Dichloroethene ND ug/L 07/01/16 15:23 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 15:23 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 15:23 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 15:23 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 15:23 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 19 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-SW2 Lab ID:92303262007 Collected:06/28/16 12:26 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 15:23 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 15:23 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 15:23 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 15:23 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 15:23 108-10-11000.33 1 Styrene ND ug/L 07/01/16 15:23 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 15:23 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 15:23 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 15:23 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 15:23 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 15:23 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 15:23 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 15:23 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 15:23 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 15:23 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 15:23 108-05-450.0 0.35 1 Vinyl chloride ND ug/L 07/01/16 15:23 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 15:23 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)101 %07/01/16 15:23 460-00-470-130 1 1,2-Dichloroethane-d4 (S)100 %07/01/16 15:23 17060-07-070-130 1 Toluene-d8 (S)102 %07/01/16 15:23 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 20 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-SW3 Lab ID:92303262008 Collected:06/28/16 13:20 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:43 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:43 7440-38-207/05/16 17:4010.0 2.5 1 Barium 32.5J ug/L 07/06/16 22:43 7440-39-307/05/16 17:401002.5 1 Beryllium ND ug/L 07/06/16 22:43 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:43 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 22:43 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt ND ug/L 07/06/16 22:43 7440-48-407/05/16 17:4010.0 2.5 1 Copper ND ug/L 07/06/16 22:43 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 22:43 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 22:43 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:43 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:43 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:43 7440-28-007/05/16 17:405.5 5.0 1 Vanadium ND ug/L 07/06/16 22:43 7440-62-207/05/16 17:4025.0 2.5 1 Zinc ND ug/L 07/06/16 22:43 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 15:39 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 15:39 107-13-12001.9 1 Benzene ND ug/L 07/01/16 15:39 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 15:39 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 15:39 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 15:39 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 15:39 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 15:39 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 15:39 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 15:39 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 15:39 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 15:39 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 15:39 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 15:39 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 15:39 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 15:39 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 15:39 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 15:39 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 15:39 95-50-15.0 0.30 1 1,4-Dichlorobenzene ND ug/L 07/01/16 15:39 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 15:39 110-57-61001.0 1 1,1-Dichloroethane ND ug/L 07/01/16 15:39 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 15:39 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 15:39 75-35-45.0 0.56 1 cis-1,2-Dichloroethene ND ug/L 07/01/16 15:39 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 15:39 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 15:39 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 15:39 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 15:39 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 21 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:3404-SW3 Lab ID:92303262008 Collected:06/28/16 13:20 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 15:39 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 15:39 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 15:39 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 15:39 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 15:39 108-10-11000.33 1 Styrene ND ug/L 07/01/16 15:39 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 15:39 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 15:39 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 15:39 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 15:39 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 15:39 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 15:39 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 15:39 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 15:39 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 15:39 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 15:39 108-05-450.0 0.35 1 Vinyl chloride ND ug/L 07/01/16 15:39 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 15:39 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)104 %07/01/16 15:39 460-00-470-130 1 1,2-Dichloroethane-d4 (S)106 %07/01/16 15:39 17060-07-070-130 1 Toluene-d8 (S)102 %07/01/16 15:39 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 22 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:FIELD BLANK Lab ID:92303262009 Collected:06/28/16 13:35 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater Antimony ND ug/L 07/06/16 22:46 7440-36-007/05/16 17:406.0 3.8 1 Arsenic ND ug/L 07/06/16 22:46 7440-38-207/05/16 17:4010.0 2.5 1 Barium ND ug/L 07/06/16 22:46 7440-39-307/05/16 17:401002.5 1 Beryllium ND ug/L 07/06/16 22:46 7440-41-707/05/16 17:401.0 0.50 1 Cadmium ND ug/L 07/06/16 22:46 7440-43-907/05/16 17:401.0 0.50 1 Chromium ND ug/L 07/06/16 22:46 7440-47-307/05/16 17:4010.0 2.5 1 Cobalt ND ug/L 07/06/16 22:46 7440-48-407/05/16 17:4010.0 2.5 1 Copper ND ug/L 07/06/16 22:46 7440-50-807/05/16 17:4010.0 2.5 1 Lead ND ug/L 07/06/16 22:46 7439-92-107/05/16 17:4010.0 2.5 1 Nickel ND ug/L 07/06/16 22:46 7440-02-007/05/16 17:4050.0 2.5 1 Selenium ND ug/L 07/06/16 22:46 7782-49-207/05/16 17:4010.0 5.0 1 Silver ND ug/L 07/06/16 22:46 7440-22-407/05/16 17:4010.0 2.5 1 Thallium ND ug/L 07/06/16 22:46 7440-28-007/05/16 17:405.5 5.0 1 Vanadium ND ug/L 07/06/16 22:46 7440-62-207/05/16 17:4025.0 2.5 1 Zinc ND ug/L 07/06/16 22:46 7440-66-607/05/16 17:4010.0 5.0 1 Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 13:06 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 13:06 107-13-12001.9 1 Benzene ND ug/L 07/01/16 13:06 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 13:06 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 13:06 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 13:06 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 13:06 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 13:06 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 13:06 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 13:06 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 13:06 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 13:06 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 13:06 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 13:06 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:06 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 13:06 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:06 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 13:06 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 13:06 95-50-15.0 0.30 1 1,4-Dichlorobenzene ND ug/L 07/01/16 13:06 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:06 110-57-61001.0 1 1,1-Dichloroethane ND ug/L 07/01/16 13:06 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 13:06 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 13:06 75-35-45.0 0.56 1 cis-1,2-Dichloroethene ND ug/L 07/01/16 13:06 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 13:06 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 13:06 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 13:06 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 13:06 10061-02-61.0 0.26 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 23 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:FIELD BLANK Lab ID:92303262009 Collected:06/28/16 13:35 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Ethylbenzene ND ug/L 07/01/16 13:06 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 13:06 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 13:06 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 13:06 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:06 108-10-11000.33 1 Styrene ND ug/L 07/01/16 13:06 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:06 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:06 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 13:06 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 13:06 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 13:06 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 13:06 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 13:06 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 13:06 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 13:06 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 13:06 108-05-450.0 0.35 1 Vinyl chloride ND ug/L 07/01/16 13:06 75-01-41.0 0.62 1 Xylene (Total)ND ug/L 07/01/16 13:06 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)103 %07/01/16 13:06 460-00-470-130 1 1,2-Dichloroethane-d4 (S)101 %07/01/16 13:06 17060-07-070-130 1 Toluene-d8 (S)104 %07/01/16 13:06 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 24 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:TRIP BLANK Lab ID:92303262010 Collected:06/28/16 07:30 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Acetone ND ug/L 07/01/16 13:23 67-64-110010.0 1 Acrylonitrile ND ug/L 07/01/16 13:23 107-13-12001.9 1 Benzene ND ug/L 07/01/16 13:23 71-43-21.0 0.25 1 Bromochloromethane ND ug/L 07/01/16 13:23 74-97-53.0 0.17 1 Bromodichloromethane ND ug/L 07/01/16 13:23 75-27-41.0 0.18 1 Bromoform ND ug/L 07/01/16 13:23 75-25-23.0 0.26 1 Bromomethane ND ug/L 07/01/16 13:23 74-83-910.0 0.29 1 2-Butanone (MEK)ND ug/L 07/01/16 13:23 78-93-31000.96 1 Carbon disulfide ND ug/L 07/01/16 13:23 75-15-01001.2 1 Carbon tetrachloride ND ug/L 07/01/16 13:23 56-23-51.0 0.25 1 Chlorobenzene ND ug/L 07/01/16 13:23 108-90-73.0 0.23 1 Chloroethane ND ug/L 07/01/16 13:23 75-00-310.0 0.54 1 Chloroform ND ug/L 07/01/16 13:23 67-66-35.0 0.14 1 Chloromethane ND ug/L 07/01/16 13:23 74-87-31.0 0.11 1 1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:23 96-12-813.0 2.0 1 Dibromochloromethane ND ug/L 07/01/16 13:23 124-48-13.0 0.21 1 1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:23 106-93-41.0 0.27 1 Dibromomethane ND ug/L 07/01/16 13:23 74-95-310.0 0.21 1 1,2-Dichlorobenzene ND ug/L 07/01/16 13:23 95-50-15.0 0.30 1 1,4-Dichlorobenzene ND ug/L 07/01/16 13:23 106-46-71.0 0.33 1 trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:23 110-57-61001.0 1 1,1-Dichloroethane ND ug/L 07/01/16 13:23 75-34-35.0 0.32 1 1,2-Dichloroethane ND ug/L 07/01/16 13:23 107-06-21.0 0.24 1 1,1-Dichloroethene ND ug/L 07/01/16 13:23 75-35-45.0 0.56 1 cis-1,2-Dichloroethene ND ug/L 07/01/16 13:23 156-59-25.0 0.19 1 trans-1,2-Dichloroethene ND ug/L 07/01/16 13:23 156-60-55.0 0.49 1 1,2-Dichloropropane ND ug/L 07/01/16 13:23 78-87-51.0 0.27 1 cis-1,3-Dichloropropene ND ug/L 07/01/16 13:23 10061-01-51.0 0.13 1 trans-1,3-Dichloropropene ND ug/L 07/01/16 13:23 10061-02-61.0 0.26 1 Ethylbenzene ND ug/L 07/01/16 13:23 100-41-41.0 0.30 1 2-Hexanone ND ug/L 07/01/16 13:23 591-78-650.0 0.46 1 Iodomethane ND ug/L 07/01/16 13:23 74-88-410.0 0.32 1 Methylene Chloride ND ug/L 07/01/16 13:23 75-09-21.0 0.97 1 4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:23 108-10-11000.33 1 Styrene ND ug/L 07/01/16 13:23 100-42-51.0 0.26 1 1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:23 630-20-65.0 0.33 1 1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:23 79-34-53.0 0.40 1 Tetrachloroethene ND ug/L 07/01/16 13:23 127-18-41.0 0.46 1 Toluene ND ug/L 07/01/16 13:23 108-88-31.0 0.26 1 1,1,1-Trichloroethane ND ug/L 07/01/16 13:23 71-55-61.0 0.48 1 1,1,2-Trichloroethane ND ug/L 07/01/16 13:23 79-00-51.0 0.29 1 Trichloroethene ND ug/L 07/01/16 13:23 79-01-61.0 0.47 1 Trichlorofluoromethane ND ug/L 07/01/16 13:23 75-69-41.0 0.20 1 1,2,3-Trichloropropane ND ug/L 07/01/16 13:23 96-18-41.0 0.41 1 Vinyl acetate ND ug/L 07/01/16 13:23 108-05-450.0 0.35 1 Vinyl chloride ND ug/L 07/01/16 13:23 75-01-41.0 0.62 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 25 of 37 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Sample:TRIP BLANK Lab ID:92303262010 Collected:06/28/16 07:30 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: EPA 82608260 MSV Low Level Landfill Xylene (Total)ND ug/L 07/01/16 13:23 1330-20-75.0 0.66 1 Surrogates 4-Bromofluorobenzene (S)105 %07/01/16 13:23 460-00-470-130 1 1,2-Dichloroethane-d4 (S)101 %07/01/16 13:23 17060-07-070-130 1 Toluene-d8 (S)103 %07/01/16 13:23 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 26 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: MPRP/22304 EPA 3010A EPA 6010 6010 MET NC Groundwater Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007, 92303262008, 92303262009 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1771522 Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007, 92303262008, 92303262009 Matrix:Water AnalyzedMDL Antimony ug/L ND 6.0 07/06/16 21:483.8 Arsenic ug/L ND 10.0 07/06/16 21:482.5 Barium ug/L ND 100 07/06/16 21:482.5 Beryllium ug/L ND 1.0 07/06/16 21:480.50 Cadmium ug/L ND 1.0 07/06/16 21:480.50 Chromium ug/L ND 10.0 07/06/16 21:482.5 Cobalt ug/L ND 10.0 07/06/16 21:482.5 Copper ug/L ND 10.0 07/06/16 21:482.5 Lead ug/L ND 10.0 07/06/16 21:482.5 Nickel ug/L ND 50.0 07/06/16 21:482.5 Selenium ug/L ND 10.0 07/06/16 21:485.0 Silver ug/L ND 10.0 07/06/16 21:482.5 Thallium ug/L ND 5.5 07/06/16 21:485.0 Vanadium ug/L ND 25.0 07/06/16 21:482.5 Zinc ug/L ND 10.0 07/06/16 21:485.0 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1771523LABORATORY CONTROL SAMPLE: LCSSpike Antimony ug/L 484500 97 80-120 Arsenic ug/L 464500 93 80-120 Barium ug/L 478500 96 80-120 Beryllium ug/L 480500 96 80-120 Cadmium ug/L 477500 95 80-120 Chromium ug/L 482500 96 80-120 Cobalt ug/L 477500 95 80-120 Copper ug/L 481500 96 80-120 Lead ug/L 469500 94 80-120 Nickel ug/L 473500 95 80-120 Selenium ug/L 467500 93 80-120 Silver ug/L 242250 97 80-120 Thallium ug/L 462500 92 80-120 Vanadium ug/L 483500 97 80-120 Zinc ug/L 472500 94 80-120 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 27 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 1771524MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303262001 1771525 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Antimony ug/L 500 97 75-12597 0 25500ND484486 Arsenic ug/L 500 93 75-12594 1 25500ND466470 Barium ug/L 500 92 75-12593 1 25500253713718 Beryllium ug/L 500 95 75-12596 1 255000.60J 475 479 Cadmium ug/L 500 93 75-12593 1 25500ND463467 Chromium ug/L 500 94 75-125100 6 25500ND473501 Cobalt ug/L 500 93 75-12594 1 25500ND468472 Copper ug/L 500 97 75-12597 0 25500ND486488 Lead ug/L 500 91 75-12591 1 25500ND455459 Nickel ug/L 500 92 75-12595 3 25500ND460476 Selenium ug/L 500 94 75-12595 1 25500ND469476 Silver ug/L 250 95 75-12596 1 25250ND239241 Thallium ug/L 500 90 75-12591 1 25500ND448453 Vanadium ug/L 500 96 75-12596 1 25500ND481484 Zinc ug/L 500 93 75-12595 2 25500ND470479 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 28 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: MSV/37518 EPA 8260 EPA 8260 8260 MSV Low Level Landfill Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007, 92303262008, 92303262009, 92303262010 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1771248 Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007, 92303262008, 92303262009, 92303262010 Matrix:Water AnalyzedMDL 1,1,1,2-Tetrachloroethane ug/L ND 5.0 07/01/16 12:320.33 1,1,1-Trichloroethane ug/L ND 1.0 07/01/16 12:320.48 1,1,2,2-Tetrachloroethane ug/L ND 3.0 07/01/16 12:320.40 1,1,2-Trichloroethane ug/L ND 1.0 07/01/16 12:320.29 1,1-Dichloroethane ug/L ND 5.0 07/01/16 12:320.32 1,1-Dichloroethene ug/L ND 5.0 07/01/16 12:320.56 1,2,3-Trichloropropane ug/L ND 1.0 07/01/16 12:320.41 1,2-Dibromo-3-chloropropane ug/L ND 13.0 07/01/16 12:322.0 1,2-Dibromoethane (EDB)ug/L ND 1.0 07/01/16 12:320.27 1,2-Dichlorobenzene ug/L ND 5.0 07/01/16 12:320.30 1,2-Dichloroethane ug/L ND 1.0 07/01/16 12:320.24 1,2-Dichloropropane ug/L ND 1.0 07/01/16 12:320.27 1,4-Dichlorobenzene ug/L ND 1.0 07/01/16 12:320.33 2-Butanone (MEK)ug/L ND 100 07/01/16 12:320.96 2-Hexanone ug/L ND 50.0 07/01/16 12:320.46 4-Methyl-2-pentanone (MIBK)ug/L ND 100 07/01/16 12:320.33 Acetone ug/L ND 100 07/01/16 12:3210.0 Acrylonitrile ug/L ND 200 07/01/16 12:321.9 Benzene ug/L ND 1.0 07/01/16 12:320.25 Bromochloromethane ug/L ND 3.0 07/01/16 12:320.17 Bromodichloromethane ug/L ND 1.0 07/01/16 12:320.18 Bromoform ug/L ND 3.0 07/01/16 12:320.26 Bromomethane ug/L ND 10.0 07/01/16 12:320.29 Carbon disulfide ug/L ND 100 07/01/16 12:321.2 Carbon tetrachloride ug/L ND 1.0 07/01/16 12:320.25 Chlorobenzene ug/L ND 3.0 07/01/16 12:320.23 Chloroethane ug/L ND 10.0 07/01/16 12:320.54 Chloroform ug/L ND 5.0 07/01/16 12:320.14 Chloromethane ug/L ND 1.0 07/01/16 12:320.11 cis-1,2-Dichloroethene ug/L ND 5.0 07/01/16 12:320.19 cis-1,3-Dichloropropene ug/L ND 1.0 07/01/16 12:320.13 Dibromochloromethane ug/L ND 3.0 07/01/16 12:320.21 Dibromomethane ug/L ND 10.0 07/01/16 12:320.21 Ethylbenzene ug/L ND 1.0 07/01/16 12:320.30 Iodomethane ug/L ND 10.0 07/01/16 12:320.32 Methylene Chloride ug/L ND 1.0 07/01/16 12:320.97 Styrene ug/L ND 1.0 07/01/16 12:320.26 Tetrachloroethene ug/L ND 1.0 07/01/16 12:320.46 Toluene ug/L ND 1.0 07/01/16 12:320.26 trans-1,2-Dichloroethene ug/L ND 5.0 07/01/16 12:320.49 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 29 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1771248 Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007, 92303262008, 92303262009, 92303262010 Matrix:Water AnalyzedMDL trans-1,3-Dichloropropene ug/L ND 1.0 07/01/16 12:320.26 trans-1,4-Dichloro-2-butene ug/L ND 100 07/01/16 12:321.0 Trichloroethene ug/L ND 1.0 07/01/16 12:320.47 Trichlorofluoromethane ug/L ND 1.0 07/01/16 12:320.20 Vinyl acetate ug/L ND 50.0 07/01/16 12:320.35 Vinyl chloride ug/L ND 1.0 07/01/16 12:320.62 Xylene (Total)ug/L ND 5.0 07/01/16 12:320.66 1,2-Dichloroethane-d4 (S)%100 70-130 07/01/16 12:32 4-Bromofluorobenzene (S)%102 70-130 07/01/16 12:32 Toluene-d8 (S)%103 70-130 07/01/16 12:32 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1771249LABORATORY CONTROL SAMPLE: LCSSpike 1,1,1,2-Tetrachloroethane ug/L 51.850 104 80-125 1,1,1-Trichloroethane ug/L 43.050 86 71-129 1,1,2,2-Tetrachloroethane ug/L 48.950 98 79-124 1,1,2-Trichloroethane ug/L 50.150 100 85-125 1,1-Dichloroethane ug/L 43.350 87 73-126 1,1-Dichloroethene ug/L 47.650 95 66-135 1,2,3-Trichloropropane ug/L 48.250 96 75-130 1,2-Dibromo-3-chloropropane ug/L 44.750 89 71-133 1,2-Dibromoethane (EDB)ug/L 53.150 106 83-124 1,2-Dichlorobenzene ug/L 48.950 98 80-133 1,2-Dichloroethane ug/L 43.950 88 67-128 1,2-Dichloropropane ug/L 48.550 97 75-132 1,4-Dichlorobenzene ug/L 49.850 100 78-130 2-Butanone (MEK)ug/L 103100 103 61-144 2-Hexanone ug/L 113100 113 68-143 4-Methyl-2-pentanone (MIBK)ug/L 113100 113 72-135 Acetone ug/L 110100 110 48-146 Acrylonitrile ug/L 232250 93 40-160 Benzene ug/L 49.350 99 80-125 Bromochloromethane ug/L 42.650 85 71-125 Bromodichloromethane ug/L 49.650 99 78-124 Bromoform ug/L 43.550 87 71-128 Bromomethane ug/L 32.550 65 40-160 Carbon disulfide ug/L 47.6J50 95 50-160 Carbon tetrachloride ug/L 49.850 100 69-131 Chlorobenzene ug/L 49.850 100 81-122 Chloroethane ug/L 55.550 111 39-148 Chloroform ug/L 44.050 88 73-127 Chloromethane ug/L 34.550 69 44-146 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 30 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1771249LABORATORY CONTROL SAMPLE: LCSSpike cis-1,2-Dichloroethene ug/L 45.050 90 74-124 cis-1,3-Dichloropropene ug/L 51.750 103 72-132 Dibromochloromethane ug/L 50.450 101 78-125 Dibromomethane ug/L 53.850 108 82-120 Ethylbenzene ug/L 47.950 96 79-121 Iodomethane ug/L 67.2100 67 39-154 Methylene Chloride ug/L 47.950 96 64-133 Styrene ug/L 50.550 101 84-126 Tetrachloroethene ug/L 49.850 100 78-122 Toluene ug/L 48.650 97 80-121 trans-1,2-Dichloroethene ug/L 44.650 89 71-127 trans-1,3-Dichloropropene ug/L 49.450 99 69-141 trans-1,4-Dichloro-2-butene ug/L 46.5J50 93 40-160 Trichloroethene ug/L 50.950 102 78-122 Trichlorofluoromethane ug/L 54.850 110 53-137 Vinyl acetate ug/L 100100 100 40-160 Vinyl chloride ug/L 44.350 89 58-137 Xylene (Total)ug/L 142150 95 81-126 1,2-Dichloroethane-d4 (S)%89 70-130 4-Bromofluorobenzene (S)%106 70-130 Toluene-d8 (S)%98 70-130 Parameter Units MS Result % Rec Limits Qualifiers% RecConc. 1771251MATRIX SPIKE SAMPLE: MSSpike Result 92303571010 1,1,1,2-Tetrachloroethane ug/L 40.640 101 70-130ND 1,1,1-Trichloroethane ug/L 41.640 104 70-130ND 1,1,2,2-Tetrachloroethane ug/L 40.840 102 70-130ND 1,1,2-Trichloroethane ug/L 41.340 103 70-130ND 1,1-Dichloroethane ug/L 41.140 103 70-130ND 1,1-Dichloroethene ug/L 45.940 115 70-166ND 1,2,3-Trichloropropane ug/L 40.340 101 70-130ND 1,2-Dibromo-3-chloropropane ug/L 40.540 101 70-130ND 1,2-Dibromoethane (EDB)ug/L 42.540 106 70-130ND 1,2-Dichlorobenzene ug/L 39.540 99 70-130ND 1,2-Dichloroethane ug/L 38.140 95 70-130ND 1,2-Dichloropropane ug/L 42.540 106 70-130ND 1,4-Dichlorobenzene ug/L 39.640 99 70-130ND 2-Butanone (MEK)ug/L 85.3J80 107 70-130ND 2-Hexanone ug/L 83.880 105 70-130ND 4-Methyl-2-pentanone (MIBK)ug/L 87.4J80 109 70-130ND Acetone ug/L 86.7J80 108 70-130ND Acrylonitrile ug/L 197J200 98 70-130ND Benzene ug/L 42.640 107 70-148ND Bromochloromethane ug/L 37.840 94 70-130ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 31 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qualifiers% RecConc. 1771251MATRIX SPIKE SAMPLE: MSSpike Result 92303571010 Bromodichloromethane ug/L 40.840 102 70-130ND Bromoform ug/L 34.340 86 70-130ND Bromomethane ug/L 27.940 70 70-130ND Carbon disulfide ug/L 39.4J40 98 70-130ND Carbon tetrachloride ug/L 45.240 113 70-130ND Chlorobenzene ug/L 40.840 102 70-146ND Chloroethane ug/L 51.840 129 70-130ND Chloroform ug/L 40.940 102 70-130ND Chloromethane ug/L 34.640 86 70-130ND cis-1,2-Dichloroethene ug/L 41.140 103 70-130ND cis-1,3-Dichloropropene ug/L 39.640 99 70-130ND Dibromochloromethane ug/L 39.340 98 70-130ND Dibromomethane ug/L 42.840 107 70-130ND Ethylbenzene ug/L 40.240 101 70-130ND Iodomethane ug/L 40.6 M1805170-130ND Methylene Chloride ug/L 40.540 101 70-130ND Styrene ug/L 40.140 100 70-130ND Tetrachloroethene ug/L 41.840 105 70-130ND Toluene ug/L 42.240 105 70-155ND trans-1,2-Dichloroethene ug/L 41.640 104 70-130ND trans-1,3-Dichloropropene ug/L 38.540 96 70-130ND trans-1,4-Dichloro-2-butene ug/L 33.5J40 84 70-130ND Trichloroethene ug/L 44.640 112 69-151ND Trichlorofluoromethane ug/L 52.9 M14013270-130ND Vinyl acetate ug/L 70.680 88 70-130ND Vinyl chloride ug/L 40.540 101 70-130ND 1,2-Dichloroethane-d4 (S)%94 70-130 4-Bromofluorobenzene (S)%103 70-130 Toluene-d8 (S)%97 70-130 Parameter Units Dup Result Max RPD QualifiersRPDResult 92303571009 1771250SAMPLE DUPLICATE: 1,1,1,2-Tetrachloroethane ug/L ND 30ND 1,1,1-Trichloroethane ug/L ND 30ND 1,1,2,2-Tetrachloroethane ug/L ND 30ND 1,1,2-Trichloroethane ug/L ND 30ND 1,1-Dichloroethane ug/L ND 30ND 1,1-Dichloroethene ug/L ND 30ND 1,2,3-Trichloropropane ug/L ND 30ND 1,2-Dibromo-3-chloropropane ug/L ND 30ND 1,2-Dibromoethane (EDB)ug/L ND 30ND 1,2-Dichlorobenzene ug/L 0.40J 300.39J 1,2-Dichloroethane ug/L ND 30ND 1,2-Dichloropropane ug/L ND 30ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 32 of 37 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Dup Result Max RPD QualifiersRPDResult 92303571009 1771250SAMPLE DUPLICATE: 1,4-Dichlorobenzene ug/L 3.5 19 302.9 2-Butanone (MEK)ug/L ND 30ND 2-Hexanone ug/L ND 30ND 4-Methyl-2-pentanone (MIBK)ug/L ND 30ND Acetone ug/L 10.6J 30ND Acrylonitrile ug/L ND 30ND Benzene ug/L 2.5 6 302.6 Bromochloromethane ug/L ND 30ND Bromodichloromethane ug/L ND 30ND Bromoform ug/L ND 30ND Bromomethane ug/L ND 30ND Carbon disulfide ug/L ND 30ND Carbon tetrachloride ug/L ND 30ND Chlorobenzene ug/L 12.6 7 3013.5 Chloroethane ug/L ND 30ND Chloroform ug/L ND 30ND Chloromethane ug/L ND 30ND cis-1,2-Dichloroethene ug/L ND 30ND cis-1,3-Dichloropropene ug/L ND 30ND Dibromochloromethane ug/L ND 30ND Dibromomethane ug/L ND 30ND Ethylbenzene ug/L ND 30ND Iodomethane ug/L ND 30ND Methylene Chloride ug/L ND 30ND Styrene ug/L ND 30ND Tetrachloroethene ug/L ND 30ND Toluene ug/L ND 30ND trans-1,2-Dichloroethene ug/L ND 30ND trans-1,3-Dichloropropene ug/L ND 30ND trans-1,4-Dichloro-2-butene ug/L ND 30ND Trichloroethene ug/L ND 30ND Trichlorofluoromethane ug/L ND 30ND Vinyl acetate ug/L ND 30ND Vinyl chloride ug/L ND 30ND Xylene (Total)ug/L ND 30ND 1,2-Dichloroethane-d4 (S)%104 3101 4-Bromofluorobenzene (S)%105 1104 Toluene-d8 (S)%102 3105 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 33 of 37 #=QL# QUALIFIERS Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. 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. 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. 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, Styrene, and Vinyl chloride. 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 Pace Analytical Services - AshevillePASI-A Pace Analytical Services - CharlottePASI-C ANALYTE QUALIFIERS Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 34 of 37 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 92303262 TOWN OF KERNERSVILLE 838.1601. Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 92303262001 MPRP/22304 ICP/199293404-MW2 EPA 3010A EPA 6010 92303262002 MPRP/22304 ICP/199293404-MW3S EPA 3010A EPA 6010 92303262003 MPRP/22304 ICP/199293404-MW3D EPA 3010A EPA 6010 92303262004 MPRP/22304 ICP/199293404-MW4 EPA 3010A EPA 6010 92303262005 MPRP/22304 ICP/199293404-MW5 EPA 3010A EPA 6010 92303262006 MPRP/22304 ICP/199293404-SW1 EPA 3010A EPA 6010 92303262007 MPRP/22304 ICP/199293404-SW2 EPA 3010A EPA 6010 92303262008 MPRP/22304 ICP/199293404-SW3 EPA 3010A EPA 6010 92303262009 MPRP/22304 ICP/19929FIELD BLANK EPA 3010A EPA 6010 92303262001 MSV/375183404-MW2 EPA 8260 92303262002 MSV/375183404-MW3S EPA 8260 92303262003 MSV/375183404-MW3D EPA 8260 92303262004 MSV/375183404-MW4 EPA 8260 92303262005 MSV/375183404-MW5 EPA 8260 92303262006 MSV/375183404-SW1 EPA 8260 92303262007 MSV/375183404-SW2 EPA 8260 92303262008 MSV/375183404-SW3 EPA 8260 92303262009 MSV/37518FIELD BLANK EPA 8260 92303262010 MSV/37518TRIP BLANK EPA 8260 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 35 of 37 Page 36 of 37 Page 37 of 37 #=CL# July 25, 2016 LIMS USE: FR - ALEX EVERHART LIMS OBJECT ID: 92303261 92303261 Project: Pace Project No.: RE: Mr. Alex Everhart Joyce Engineering-NC 2211 W. Meadowview Road Suite 101 Greensboro, NC 27407 TOWN OF KERNERSVILLE MNA Dear Mr. Everhart: Enclosed are the analytical results for sample(s) received by the laboratory on June 29, 2016. The results relate only to the samples included in this report. Results reported herein conform to the most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. Analyses were performed at the Pace Analytical Services location indicated on the sample analyte page for analysis unless otherwise footnoted. Some analyses have been subcontracted outside of the Pace Network. The subcontracted laboratory report has been attached. If you have any questions concerning this report, please feel free to contact me. Sincerely, Kevin Godwin kevin.godwin@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 1 of 39 #=CL# July 25, 2016 Page 2 LIMS USE: FR - ALEX EVERHART LIMS OBJECT ID: 92303261 cc:Mr. Van Burbach, Joyce Engineering-NC Alex Everhart, Joyce Engineering-NC REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 2 of 39 #=CP# CERTIFICATIONS Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Minnesota Certification IDs 1700 Elm Street SE Suite 200, Minneapolis, MN 55414 525 N 8th Street, Salina, KS 67401 A2LA Certification #: 2926.01 Alaska Certification #: UST-078 Alaska Certification #MN00064 Alabama Certification #40770 Arizona Certification #: AZ-0014 Arkansas Certification #: 88-0680 California Certification #: 01155CA Colorado Certification #Pace Connecticut Certification #: PH-0256 EPA Region 8 Certification #: 8TMS-L Florida/NELAP Certification #: E87605 Guam Certification #:14-008r Georgia Certification #: 959 Georgia EPD #: Pace Idaho Certification #: MN00064 Hawaii Certification #MN00064 Illinois Certification #: 200011 Indiana Certification#C-MN-01 Iowa Certification #: 368 Kansas Certification #: E-10167 Kentucky Dept of Envi. Protection - DW #90062 Kentucky Dept of Envi. Protection - WW #:90062 Louisiana DEQ Certification #: 3086 Louisiana DHH #: LA140001 Maine Certification #: 2013011 Maryland Certification #: 322 Michigan DEPH Certification #: 9909 Minnesota Certification #: 027-053-137 Mississippi Certification #: Pace Montana Certification #: MT0092 Nevada Certification #: MN_00064 Nebraska Certification #: Pace New Jersey Certification #: MN-002 New York Certification #: 11647 North Carolina Certification #: 530 North Carolina State Public Health #: 27700 North Dakota Certification #: R-036 Ohio EPA #: 4150 Ohio VAP Certification #: CL101 Oklahoma Certification #: 9507 Oregon Certification #: MN200001 Oregon Certification #: MN300001 Pennsylvania Certification #: 68-00563 Puerto Rico Certification Saipan (CNMI) #:MP0003 South Carolina #:74003001 Texas Certification #: T104704192 Tennessee Certification #: 02818 Utah Certification #: MN000642013-4 Virginia DGS Certification #: 251 Virginia/VELAP Certification #: Pace Washington Certification #: C486 West Virginia Certification #: 382 West Virginia DHHR #:9952C Wisconsin Certification #: 999407970 Asheville Certification IDs 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification #: M-NC030 North Carolina Drinking Water Certification #: 37712 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, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 3 of 39 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Lab ID Sample ID Matrix Date Collected Date Received 92303261001 3404-MW2 Water 06/28/16 13:05 06/29/16 10:30 92303261002 3404-MW3S Water 06/28/16 11:31 06/29/16 10:30 92303261003 3404-MW3D Water 06/28/16 10:57 06/29/16 10:30 92303261004 3404-MW4 Water 06/28/16 12:22 06/29/16 10:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 4 of 39 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 92303261001 3404-MW2 RSK 175 3 PASI-MMJL SM 2320B 1 PASI-AAES2 SM 4500-S2D 1 PASI-AWRC SM 5210B 1 PASI-ADMN EPA 300.0 1 PASI-AMDW EPA 353.2 1 PASI-ADMN SM 4500-Cl-E 1 PASI-ABRJ SM 5220D 1 PASI-AWRC SM 5310B 1 PASI-AMDW 92303261002 3404-MW3S RSK 175 3 PASI-MMJL SM 2320B 1 PASI-AAES2 SM 4500-S2D 1 PASI-AWRC SM 5210B 1 PASI-AEWS EPA 300.0 1 PASI-AMDW EPA 353.2 1 PASI-ADMN SM 4500-Cl-E 1 PASI-ABRJ SM 5220D 1 PASI-AWRC SM 5310B 1 PASI-AMDW 92303261003 3404-MW3D RSK 175 3 PASI-MMJL SM 2320B 1 PASI-AAES2 SM 4500-S2D 1 PASI-AWRC SM 5210B 1 PASI-AEWS EPA 300.0 1 PASI-AMDW EPA 353.2 1 PASI-ADMN SM 4500-Cl-E 1 PASI-ABRJ SM 5220D 1 PASI-AWRC SM 5310B 1 PASI-AMDW 92303261004 3404-MW4 RSK 175 3 PASI-MMJL SM 2320B 1 PASI-AAES2 SM 4500-S2D 1 PASI-AWRC SM 5210B 1 PASI-ADMN EPA 300.0 1 PASI-AMDW EPA 353.2 1 PASI-ADMN SM 4500-Cl-E 1 PASI-ABRJ SM 5220D 1 PASI-AWRC SM 5310B 1 PASI-AMDW REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 5 of 39 #=HO# SUMMARY OF DETECTION Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Parameters AnalyzedResult Lab Sample ID Report Limit QualifiersUnitsMethod Client Sample ID 92303261001 3404-MW2 Methane 3190 ug/L 07/01/16 14:2210.0RSK 175 Alkalinity, Total as CaCO3 135000 ug/L 07/10/16 14:265000SM 2320B Sulfate 1390J ug/L 07/06/16 20:09250000EPA 300.0 Nitrogen, Nitrate 74.9J ug/L 06/29/16 21:1710000EPA 353.2 Chloride 10600 ug/L 07/07/16 01:33 M11000SM 4500-Cl-E Total Organic Carbon 1080 ug/L 07/22/16 04:541000SM 5310B 92303261002 3404-MW3S Ethane 1.7J ug/L 07/01/16 14:3110.0RSK 175 Methane 164 ug/L 07/01/16 14:3110.0RSK 175 Alkalinity, Total as CaCO3 142000 ug/L 07/10/16 14:265000SM 2320B BOD, 5 day 2000 ug/L 07/04/16 12:00 B22000SM 5210B Sulfate 1750J ug/L 07/06/16 20:41250000EPA 300.0 Chloride 30700 ug/L 07/07/16 01:361000SM 4500-Cl-E Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000SM 5220D Total Organic Carbon 2870 ug/L 07/22/16 05:271000SM 5310B 92303261003 3404-MW3D Methane 128 ug/L 07/01/16 14:3910.0RSK 175 Alkalinity, Total as CaCO3 148000 ug/L 07/10/16 14:265000SM 2320B Sulfate 1740J ug/L 07/06/16 20:51250000EPA 300.0 Chloride 18900 ug/L 07/07/16 01:371000SM 4500-Cl-E Total Organic Carbon 810J ug/L 07/22/16 05:381000SM 5310B 92303261004 3404-MW4 Ethene 2.6J ug/L 07/01/16 14:4710.0RSK 175 Methane 376 ug/L 07/01/16 14:4710.0RSK 175 Alkalinity, Total as CaCO3 165000 ug/L 07/10/16 14:265000SM 2320B Sulfate 1400J ug/L 07/06/16 21:02250000EPA 300.0 Chloride 18400 ug/L 07/07/16 01:371000SM 4500-Cl-E Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000SM 5220D Total Organic Carbon 1480 ug/L 07/22/16 05:501000SM 5310B REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 6 of 39 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Sample:3404-MW2 Lab ID:92303261001 Collected:06/28/16 13:05 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: RSK 175RSK 175 AIR Headspace Ethane ND ug/L 07/01/16 14:22 74-84-010.0 0.87 1 Ethene ND ug/L 07/01/16 14:22 74-85-110.0 0.77 1 Methane 3190 ug/L 07/01/16 14:22 74-82-810.0 0.49 1 Analytical Method: SM 2320B2320B Alkalinity Alkalinity, Total as CaCO3 135000 ug/L 07/10/16 14:26500010001 Analytical Method: SM 4500-S2D4500S2D Sulfide Water Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001 Analytical Method: SM 5210B5210B BOD, 5 day BOD, 5 day ND ug/L 07/05/16 08:0006/30/16 02:02200020001 Analytical Method: EPA 300.0300.0 IC Anions 28 Days Sulfate 1390J ug/L 07/06/16 20:09 14808-79-825000010001 Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres Nitrogen, Nitrate 74.9J ug/L 06/29/16 21:171000010.0 1 Analytical Method: SM 4500-Cl-E4500 Chloride Chloride 10600 ug/L 07/07/16 01:33 16887-00-6 M110005001 Analytical Method: SM 5220D5220D COD Chemical Oxygen Demand ND ug/L 07/13/16 13:3025000125001 Analytical Method: SM 5310B5310B TOC Total Organic Carbon 1080 ug/L 07/22/16 04:54 7440-44-010005001 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 7 of 39 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Sample:3404-MW3S Lab ID:92303261002 Collected:06/28/16 11:31 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: RSK 175RSK 175 AIR Headspace Ethane 1.7J ug/L 07/01/16 14:31 74-84-010.0 0.87 1 Ethene ND ug/L 07/01/16 14:31 74-85-110.0 0.77 1 Methane 164 ug/L 07/01/16 14:31 74-82-810.0 0.49 1 Analytical Method: SM 2320B2320B Alkalinity Alkalinity, Total as CaCO3 142000 ug/L 07/10/16 14:26500010001 Analytical Method: SM 4500-S2D4500S2D Sulfide Water Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001 Analytical Method: SM 5210B5210B BOD, 5 day BOD, 5 day 2000 ug/L 07/04/16 12:00 B206/29/16 17:40200020001 Analytical Method: EPA 300.0300.0 IC Anions 28 Days Sulfate 1750J ug/L 07/06/16 20:41 14808-79-825000010001 Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres Nitrogen, Nitrate ND ug/L 06/29/16 21:141000010.0 1 Analytical Method: SM 4500-Cl-E4500 Chloride Chloride 30700 ug/L 07/07/16 01:36 16887-00-610005001 Analytical Method: SM 5220D5220D COD Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000125001 Analytical Method: SM 5310B5310B TOC Total Organic Carbon 2870 ug/L 07/22/16 05:27 7440-44-010005001 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 8 of 39 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Sample:3404-MW3D Lab ID:92303261003 Collected:06/28/16 10:57 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: RSK 175RSK 175 AIR Headspace Ethane ND ug/L 07/01/16 14:39 74-84-010.0 0.87 1 Ethene ND ug/L 07/01/16 14:39 74-85-110.0 0.77 1 Methane 128 ug/L 07/01/16 14:39 74-82-810.0 0.49 1 Analytical Method: SM 2320B2320B Alkalinity Alkalinity, Total as CaCO3 148000 ug/L 07/10/16 14:26500010001 Analytical Method: SM 4500-S2D4500S2D Sulfide Water Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001 Analytical Method: SM 5210B5210B BOD, 5 day BOD, 5 day ND ug/L 07/04/16 12:0006/29/16 17:40200020001 Analytical Method: EPA 300.0300.0 IC Anions 28 Days Sulfate 1740J ug/L 07/06/16 20:51 14808-79-825000010001 Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres Nitrogen, Nitrate ND ug/L 06/29/16 21:001000010.0 1 Analytical Method: SM 4500-Cl-E4500 Chloride Chloride 18900 ug/L 07/07/16 01:37 16887-00-610005001 Analytical Method: SM 5220D5220D COD Chemical Oxygen Demand ND ug/L 07/13/16 13:3025000125001 Analytical Method: SM 5310B5310B TOC Total Organic Carbon 810J ug/L 07/22/16 05:38 7440-44-010005001 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 9 of 39 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Sample:3404-MW4 Lab ID:92303261004 Collected:06/28/16 12:22 Received:06/29/16 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit Report Analytical Method: RSK 175RSK 175 AIR Headspace Ethane ND ug/L 07/01/16 14:47 74-84-010.0 0.87 1 Ethene 2.6J ug/L 07/01/16 14:47 74-85-110.0 0.77 1 Methane 376 ug/L 07/01/16 14:47 74-82-810.0 0.49 1 Analytical Method: SM 2320B2320B Alkalinity Alkalinity, Total as CaCO3 165000 ug/L 07/10/16 14:26500010001 Analytical Method: SM 4500-S2D4500S2D Sulfide Water Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001 Analytical Method: SM 5210B5210B BOD, 5 day BOD, 5 day ND ug/L 07/05/16 08:0006/30/16 02:02200020001 Analytical Method: EPA 300.0300.0 IC Anions 28 Days Sulfate 1400J ug/L 07/06/16 21:02 14808-79-825000010001 Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres Nitrogen, Nitrate ND ug/L 06/29/16 21:161000010.0 1 Analytical Method: SM 4500-Cl-E4500 Chloride Chloride 18400 ug/L 07/07/16 01:37 16887-00-610005001 Analytical Method: SM 5220D5220D COD Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000125001 Analytical Method: SM 5310B5310B TOC Total Organic Carbon 1480 ug/L 07/22/16 05:50 7440-44-010005001 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 10 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 423256 RSK 175 RSK 175 RSK 175 AIR HEADSPACE Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:2304028 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Ethane ug/L ND 10.0 07/01/16 08:350.87 Ethene ug/L ND 10.0 07/01/16 08:350.77 Methane ug/L 1.5J 10.0 07/01/16 08:350.49 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 2304029LABORATORY CONTROL SAMPLE & LCSD: LCSSpike LCSD % Rec RPD Max RPD LCSD Result 2304030 Ethane ug/L 105114 92 85-1158597.0 8 20 Ethene ug/L 98.4106 93 85-1158690.8 8 20 Methane ug/L 55.160.7 91 85-1158551.5 7 20 Parameter Units Dup Result Max RPD QualifiersRPDResult 2038880003 2306103SAMPLE DUPLICATE: Ethane ug/L 28.1 13 2024.6 Ethene ug/L ND 20ND Methane ug/L 965 12 20859 Parameter Units Dup Result Max RPD QualifiersRPDResult 10353960007 2306104SAMPLE DUPLICATE: Ethane ug/L ND 20ND Ethene ug/L ND 20ND Methane ug/L 2.8J 20ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 11 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 320569 SM 2320B SM 2320B 2320B Alkalinity Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1776318 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Alkalinity, Total as CaCO3 ug/L ND 5000 07/10/16 14:261000 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1776319LABORATORY CONTROL SAMPLE: LCSSpike Alkalinity, Total as CaCO3 ug/L 4810050000 96 80-120 Parameter Units MS Result % Rec Limits Qual% RecConc. 1776320MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303135007 1776321 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Alkalinity, Total as CaCO3 ug/L 50000 96 80-12092 2 255000071.2 mg/L 119000 117000 Parameter Units MS Result % Rec Limits Qual% RecConc. 1776322MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303381005 1776323 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Alkalinity, Total as CaCO3 ug/L 50000 92 80-12088 2 255000076.9 mg/L 123000 121000 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 12 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 319616 SM 4500-S2D SM 4500-S2D 4500S2D Sulfide Water Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1771210 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Sulfide ug/L ND 1000 07/05/16 12:00100 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1771211LABORATORY CONTROL SAMPLE: LCSSpike Sulfide ug/L 486J500 97 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 1771212MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303254007 1771213 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Sulfide ug/L 500 103 90-110103 0 10500ND516J516J Parameter Units MS Result % Rec Limits Qual% RecConc. 1771214MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303381005 1771215 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Sulfide ug/L 500 103 90-110103 0 10500ND517J517J REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 13 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 319221 SM 5210B SM 5210B 5210B BOD, 5 day Associated Lab Samples:92303261002, 92303261003 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1768856 Associated Lab Samples:92303261002, 92303261003 Matrix:Water AnalyzedMDL BOD, 5 day ug/L ND 2000 07/04/16 12:002000 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1768857LABORATORY CONTROL SAMPLE: LCSSpike BOD, 5 day ug/L 199000198000 101 84.6-115.4 Parameter Units Dup Result Max RPD QualifiersRPDResult 92303122001 1768858SAMPLE DUPLICATE: BOD, 5 day ug/L ND 10ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 14 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 319290 SM 5210B SM 5210B 5210B BOD, 5 day Associated Lab Samples:92303261001, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1769475 Associated Lab Samples:92303261001, 92303261004 Matrix:Water AnalyzedMDL BOD, 5 day ug/L ND 2000 07/05/16 08:002000 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1769476LABORATORY CONTROL SAMPLE: LCSSpike BOD, 5 day ug/L 201000198000 102 84.6-115.4 Parameter Units Dup Result Max RPD QualifiersRPDResult 92303266001 1769477SAMPLE DUPLICATE: BOD, 5 day ug/L 4600 B2,D614104.0 mg/L REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 15 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 320121 EPA 300.0 EPA 300.0 300.0 IC Anions Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1773987 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Sulfate ug/L ND 250000 07/06/16 19:251000 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1773988LABORATORY CONTROL SAMPLE: LCSSpike Sulfate ug/L 18100J20000 91 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 1773989MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303261001 1773990 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Sulfate ug/L 20000 91 90-11091 0 10200001390J19500J19500J Parameter Units MS Result % Rec Limits Qual% RecConc. 1773991MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303675003 1773992 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Sulfate ug/L 20000 95 90-11095 0 10200008.6 mg/L 27500J 27600J REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 16 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 319287 EPA 353.2 EPA 353.2 353.2 Nitrate + Nitrite, Unpres. Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1769462 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Nitrogen, Nitrate ug/L ND 10000 06/29/16 20:5710.0 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1769463LABORATORY CONTROL SAMPLE: LCSSpike Nitrogen, Nitrate ug/L 2570J2500 103 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 1769464MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303261003 1769465 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Nitrogen, Nitrate ug/L 2500 107 90-110107 0 102500ND2680J2690J Parameter Units MS Result % Rec Limits Qual% RecConc. 1769466MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303381005 1769467 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Nitrogen, Nitrate ug/L 2500 105 90-110106 1 1025000.021 mg/L 2640J 2660J REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 17 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 319954 SM 4500-Cl-E SM 4500-Cl-E 4500 Chloride Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1773083 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Chloride ug/L ND 1000 07/07/16 01:16500 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1773084LABORATORY CONTROL SAMPLE: LCSSpike Chloride ug/L 2090020000 105 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 1773085MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303100002 1773086 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Chloride ug/L M11000011290-110111 0 101000034.1 mg/L 45400 45300 Parameter Units MS Result % Rec Limits Qual% RecConc. 1773087MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303261001 1773088 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Chloride ug/L M11000011390-110112 0 1010000106002180021800 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 18 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 320849 SM 5220D SM 5220D 5220D COD Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1777764 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Chemical Oxygen Demand ug/L ND 25000 07/13/16 13:3012500 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1777765LABORATORY CONTROL SAMPLE: LCSSpike Chemical Oxygen Demand ug/L 698000750000 93 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 1777766MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303134001 1777767 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Chemical Oxygen Demand ug/L 750000 90 90-11090 0 3750000106 mg/L 782000 782000 Parameter Units MS Result % Rec Limits Qual% RecConc. 1777768MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303166001 1777769 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Chemical Oxygen Demand ug/L M175000012290-110122 0 375000036.0 mg/L 950000 950000 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 19 of 39 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 322108 SM 5310B SM 5310B 5310B TOC Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:1785168 Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004 Matrix:Water AnalyzedMDL Total Organic Carbon ug/L ND 1000 07/22/16 01:29500 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 1785169LABORATORY CONTROL SAMPLE: LCSSpike Total Organic Carbon ug/L 2430025000 97 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 1785170MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303608001 1785171 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Total Organic Carbon ug/L 25000 96 90-11096 1 1025000ND2430024100 Parameter Units MS Result % Rec Limits Qual% RecConc. 1785172MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92303261001 1785173 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Total Organic Carbon ug/L 25000 95 90-11095 0 102500010802490024900 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 20 of 39 #=QL# QUALIFIERS Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA 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. 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. 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, Styrene, and Vinyl chloride. 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 Pace Analytical Services - AshevillePASI-A Pace Analytical Services - MinneapolisPASI-M ANALYTE QUALIFIERS Oxygen usage is less than 2.0 for all dilutions set. The reported value is an estimated less than value and is calculated for the dilution using the most amount of sample.B2 The precision between the sample and sample duplicate exceeded laboratory control limits.D6 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 21 of 39 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 92303261 TOWN OF KERNERSVILLE MNA Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 92303261001 4232563404-MW2 RSK 175 92303261002 4232563404-MW3S RSK 175 92303261003 4232563404-MW3D RSK 175 92303261004 4232563404-MW4 RSK 175 92303261001 3205693404-MW2 SM 2320B 92303261002 3205693404-MW3S SM 2320B 92303261003 3205693404-MW3D SM 2320B 92303261004 3205693404-MW4 SM 2320B 92303261001 3196163404-MW2 SM 4500-S2D 92303261002 3196163404-MW3S SM 4500-S2D 92303261003 3196163404-MW3D SM 4500-S2D 92303261004 3196163404-MW4 SM 4500-S2D 92303261001 319290 3193013404-MW2 SM 5210B SM 5210B 92303261002 319221 3192813404-MW3S SM 5210B SM 5210B 92303261003 319221 3192813404-MW3D SM 5210B SM 5210B 92303261004 319290 3193013404-MW4 SM 5210B SM 5210B 92303261001 3201213404-MW2 EPA 300.0 92303261002 3201213404-MW3S EPA 300.0 92303261003 3201213404-MW3D EPA 300.0 92303261004 3201213404-MW4 EPA 300.0 92303261001 3192873404-MW2 EPA 353.2 92303261002 3192873404-MW3S EPA 353.2 92303261003 3192873404-MW3D EPA 353.2 92303261004 3192873404-MW4 EPA 353.2 92303261001 3199543404-MW2 SM 4500-Cl-E 92303261002 3199543404-MW3S SM 4500-Cl-E 92303261003 3199543404-MW3D SM 4500-Cl-E 92303261004 3199543404-MW4 SM 4500-Cl-E 92303261001 3208493404-MW2 SM 5220D 92303261002 3208493404-MW3S SM 5220D 92303261003 3208493404-MW3D SM 5220D 92303261004 3208493404-MW4 SM 5220D 92303261001 3221083404-MW2 SM 5310B 92303261002 3221083404-MW3S SM 5310B 92303261003 3221083404-MW3D SM 5310B 92303261004 3221083404-MW4 SM 5310B REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 22 of 39 Page 23 of 39 Page 24 of 39 Page 25 of 39 Page 26 of 39 Page 27 of 39 Page 28 of 39 Page 29 of 39 Page 30 of 39 Page 31 of 39 Page 32 of 39 Page 33 of 39 Page 34 of 39 Page 35 of 39 Page 36 of 39 Page 37 of 39 Page 38 of 39 Page 39 of 39 #=CL# July 14, 2016 LIMS USE: FR - ALEX EVERHART LIMS OBJECT ID: 92303561 92303561 Project: Pace Project No.: RE: Mr. Alex Everhart Joyce Engineering-NC 2211 W. Meadowview Road Suite 101 Greensboro, NC 27407 TOWN OF KERNERSVILLE MNA Dear Mr. Everhart: Enclosed are the analytical results for sample(s) received by the laboratory on June 30, 2016. The results relate only to the samples included in this report. Results reported herein conform to the most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. Analyses were performed at the Pace Analytical Services location indicated on the sample analyte page for analysis unless otherwise footnoted. Some analyses have been subcontracted outside of the Pace Network. The subcontracted laboratory report has been attached. If you have any questions concerning this report, please feel free to contact me. Sincerely, Kevin Godwin kevin.godwin@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 1 of 18 #=CL# July 14, 2016 Page 2 LIMS USE: FR - ALEX EVERHART LIMS OBJECT ID: 92303561 cc:Mr. Van Burbach, Joyce Engineering-NC Alex Everhart, Joyce Engineering-NC REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 2 of 18 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 92303561 TOWN OF KERNERSVILLE MNA Lab ID Sample ID Matrix Date Collected Date Received 92303561001 3404-MW2 Water 06/29/16 14:45 06/30/16 11:10 92303561002 3404-MW3S Water 06/29/16 14:27 06/30/16 11:10 92303561003 3404-MW3D Water 06/29/16 14:15 06/30/16 11:10 92303561004 3404-MW4 Water 06/29/16 13:55 06/30/16 11:10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 3 of 18 Page 4 of 18 Page 5 of 18 Page 6 of 18 Page 7 of 18 Page 8 of 18 Page 9 of 18 Page 10 of 18 Page 11 of 18 Page 12 of 18 Page 13 of 18 Page 14 of 18 Page 15 of 18 Page 16 of 18 Page 17 of 18 Page 18 of 18 D i s s o l v e d C 0 2 : 1 0 0 m J L 2 i n c h e s 4 . 8 5 f e e t 1 3 . 1 8 f e e t 8 . 3 3 f e e t [ D T B - D T W ] 1 . 3 g a l l o n s - g a l l o n s 3 . 9 g a l l o n s 3 . 9 g a l l o n s / _ _ _ 7 D a t e : 2 % ‘ D a t e : t 1 - I f - L - - g J U I L r K E N 1 U J E E R 1 N 3 P r o j e c t N a m e : W e l l I D : D A T E : 6 / 2 8 / 2 0 1 6 G R O U N D W A T E R S A M P L I N G L O G T o w n O f K e r n e r s v i l l e P r o j e c t N o j T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 M W - 2 S a m p l e r ( s ) : H . $ e a t o n l G . F l I e r W e l l L o c a t i o n : B a c k s i d e o f l a n d f i l l a l o n g C r e e k W e l l D i a m e t e r : I n i t i a l D e p t h t o W a t e r ( D T W ) : D e p t h t o B o t t o m ( D T B ) : W a t e r C o l u m n T h i c k n e s s ( W C T ) : C a l c u l a t i o n f o r O n e W e l l V o l u m e ( W V ) : F o r 2 ” W e l l : W C T X 0 . 1 6 3 = f o r 4 ” W e l l : W C T X 0 . 6 5 3 = F o r T H R E E W e l l V o l u m e s : W V X 3 = A c t u a l A m o u n t P u r g e d / B a i l e d : P u r g e d w i t h : D i s p o s a b l e b a i l e r S a m p l e d w i t h : D i s p o s a b l e b a i l e r D e p t h t o W a t e r b e f o r e S a m p l i n g : - l e e t G a l l o n s T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s ( m g / L ) ( I T S / c m ) 0 1 2 5 8 1 6 . 7 2 . 5 5 2 4 7 . 3 5 . 6 7 3 9 . 8 4 . 2 1 G E 1 . 3 1 3 0 0 1 7 . 3 2 . 5 8 2 4 5 . 1 5 . 6 3 3 7 . 0 2 . 7 0 G E 2 . 6 1 3 0 2 1 6 . 0 2 . 0 9 2 4 7 . 4 5 . 5 7 4 7 . 3 3 . 6 1 G E 3 . 9 1 3 0 5 1 6 . 4 2 . 2 0 2 5 6 . 1 5 . 5 4 5 1 . 6 3 . 2 3 G E B e f o r e 1 3 0 5 1 6 . 4 2 . 2 0 2 5 6 . 1 5 . 5 4 5 1 . 6 3 . 2 3 G E S a m p l i n g C o m m e n t s ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . F e 2 + : 0 . 0 m a / L S i g n a t u r e : Q A / Q C S i g n O f f : i - - - L - ’ t ‘ 7 ’ - I I D A T E : 6 / 2 8 / 2 0 1 6 G R O U N D W A T E R S A M P L I N G L O G W e l l L o c a t i o n : B a c k s i d e o f l a n d f i l l a l o n g C r e e k 2 i n c h e s 1 3 . 5 5 f e e t 5 6 . 9 6 f e e t 4 3 . 4 1 f e e t [ D T B - D T W ] g a l l o n s g a l l o n s g a l l o n s g a l l o n s D a t e : D a t e : P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e P r o j e c t N o . / T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 W e l l I D : M W - 3 D S a m p l e r ( s ) : H . S e a t o n / G . E l l e r W e l l D i a m e t e r : I n i t i a l D e p t h t o W a t e r ( D T W ) : _ _ _ _ _ _ _ _ _ _ _ _ _ D e p t h t o B o t t o m ( D T B ) : _ _ _ _ _ _ _ _ _ _ _ _ W a t e r C o l u m n T h i c k n e s s ( W C T ) : _ _ _ _ _ _ _ _ _ _ _ _ C a l c u l a t i o n f o r O n e W e l l V o l u m e ( W V ) : f o r 2 ” W e l l : W C T X 0 . 1 6 3 = 7 . 0 F o r 4 ” W e l l : W C T X 0 . 6 5 3 = - F o r T H R E E W e l l V o l u m e s : W V X 3 = 2 1 . 0 A c t u a l A m o u n t P u r g e d / B a i l e d : 2 1 . 0 P u r g e d w i t h : D i s p o s a b l e B a i l e r S a m p l e d w i t h : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D e p t h t o W a t e r b e f o r e S a m p l i n g : - f e e t D i s p o s a b l e B a i l e r G a l l o n s T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s ( m g / L ) ( u S / c m ) 0 1 0 3 7 1 6 . 0 1 . 7 5 2 8 4 . 5 5 . 5 4 - 7 2 . 7 3 . 3 4 G E 7 . 0 1 0 4 3 1 5 . 7 2 . 8 0 2 9 1 . 0 5 . 6 8 - 4 4 . 8 5 . 6 1 G E 1 4 . 0 1 0 4 8 1 5 . 9 2 . 8 9 2 9 5 . 6 5 . 7 3 1 5 . 7 5 . 4 1 G E 2 1 . 0 1 0 5 7 1 5 . 8 2 . 8 1 2 9 8 . 1 5 . 8 1 1 7 . 9 5 . 1 7 G E B e f o r e 1 0 5 7 1 5 . 8 2 . 8 1 2 9 8 . 1 5 . 8 1 1 7 . 9 5 . 1 7 G E S a m p l i n g F e 2 + : 0 0 m g / I , C o m m e n t s ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . D i s s o l v e d C 0 2 : 9 0 m / L w e a t h e r w a s p a r t l y c l o u d y S i g n a t u r e : Q A J Q C S i g n O f f : , - 7 D A T E : 6 / 2 8 / 2 0 1 6 A c t u a l A m o u n t P u r g e d / B a i l e d : P u r g e d w i t h : D i s p o s a b l e B a i l e r S a m p l e d w i t h : D i s p o s a b l e B a i l e r D e p t h t o W a t e r b e f o r e S a m p l i n g : _ _ _ _ 2 i n c h e s 1 4 . 2 5 f e e t 2 4 . 0 6 f e e t 9 . 8 1 f e e t [ D T B - D T W J = 1 . 5 g a l l o n s = - g a l l o n s 4 . 5 g a l l o n s 4 . 5 g a l l o n s D i s s o l v e d C 0 2 : 6 5 m g f L S i g n a t u r e : Q A I Q C S i g n O f f : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ G R O U N D W A T E R S A M P L I N G L O G T o w n O f K e r n e r s v i l l e P r o j e c t N o f f a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H . S e a t o n l G . E l l e r a . L I f L . , k , I J t i R I t ’ J t P r o j e c t N a m e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W e l l I D : M W - 3 S W e l l L o c a t i o n : B a c k s i d e o f l a n d f i l l a l o n g C r e e k W e l l D i a m e t e r : I n i t i a l D e p t h t o W a t e r ( D T W ) : D e p t h t o B o t t o m ( D T B ) : W a t e r C o l u m n T h i c k n e s s ( W C T ) : C a l c u l a t i o n f o r O n e W e l l V o l u m e ( W V ) : F o r 2 ” W e l l : W C T X 0 . 1 6 3 F o r 4 ” W e l l : W C T X 0 . 6 5 3 f o r T H R E E W e l l V o l u m e s : W V X 3 f e e t G a l l o n s T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s ( m g [ L ) ( j i S / c m ) 0 1 1 4 1 1 5 . 6 2 . 4 6 3 0 6 . 5 5 . 7 5 2 7 . 4 5 . 5 7 G E 1 . 5 1 1 4 5 1 5 . 4 2 . 9 2 3 0 8 . 6 5 . 6 4 3 2 . 2 7 . 6 0 G E 3 . 0 1 1 4 8 1 4 . 9 2 . 9 4 3 0 6 . 9 5 . 6 4 3 6 . 5 1 4 . 3 0 G E 4 . 5 1 1 5 1 1 5 . 4 2 . 4 1 3 2 1 . 4 5 . 8 0 4 3 . 4 1 5 . 8 0 G E B e f o r e 1 1 5 1 1 5 . 4 2 . 4 1 3 2 1 . 4 5 . 8 0 4 3 . 4 1 5 . 8 0 G E S a m p l i n g F e 2 + : 0 . 0 m / L C o m m e n t s ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . D a t e : D a t e : / ( _ j / t ? — t L J 7 / - i / / f ’ . W e l l L o c a t i o n : B a c k s i d e o f l a n d f i l l a l o n g C r e e k W e l l D i a m e t e r : I n i t i a l D e p t h t o W a t e r ( D T W ) : D e p t h t o B o t t o m ( D T B ) : W a t e r C o l u m n T h i c k n e s s ( W C T ) : C a l c u l a t i o n f o r O n e W e l l V o l u m e ( W V ) : f o r 2 ” W e l l : W C T X 0 . 1 6 3 = F o r 4 ” W e l l : W C T X 0 . 6 5 3 = F o r T H R E E W e l l V o l u m e s : W V X 3 = A c t u a l A m o u n t P u r g e d / B a i l e d : P u r g e d w i t h : D i s p o s a b l e B a i l e r S a m p l e d w i t h : D i s p o s a b l e B a i l e r D e p t h t o W a t e r b e f o r e S a m p l i n g : - G a l l o n s T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s ( m g I L ) ( j i S I c m ) 0 1 2 1 5 1 5 . 8 3 . 6 2 3 2 7 . 0 5 . 6 8 4 7 . 1 8 . 4 3 G E 1 . 2 1 2 1 8 1 5 . 3 3 . 5 2 3 2 0 . 5 5 . 6 6 4 1 . 6 1 0 . 1 6 G E 2 . 4 1 2 2 0 1 4 . 9 2 . 4 2 3 1 1 . 4 5 . 5 7 5 1 . 6 1 0 . 4 2 G E 3 . 6 1 2 2 2 1 5 . 0 2 . 7 5 3 1 9 . 2 5 . 8 4 3 8 . 5 9 . 6 8 G E B e f o r e 1 2 2 2 1 5 . 0 2 . 7 5 3 1 9 . 2 5 . 8 4 3 8 . 5 9 . 6 8 G E S a m p l i n g D i s s o l v e d C 0 2 : 8 5 m g / L S i g n a t u r e : Q A / Q C S i g n O f f : D A T E : 6 / 2 8 / 2 0 1 6 J L I 1 a G R O U N D W A T E R S A M P L I N G L O G P r o j e c t N a m e : W e l l I D : T o w n O f K e r n e r s v i l l e P r o j e c t N o . I T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 M W - 4 S a m p l e r ( s ) : H . S e a t o n l G . E l l e r 2 i n c h e s 6 . 9 3 f e e t 1 4 . 4 0 f e e t 7 . 4 7 f e e t [ D T B - D T W ] 1 . 2 g a l l o n s - g a l l o n s 3 . 6 g a l l o n s 3 . 6 g a l l o n s f e e t C o m m e n t s ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . F e 2 + : 0 . 5 m / L D a t e : D a t e : 6 — Z 2 — ’ 1 f r 2 i n c h e s 5 . 2 5 f e e t 1 1 . 3 6 f e e t 6 . 1 1 f e e t [ D T B - D T W J a 1 1 o n s g a l l o n s g a l l o n s a 1 1 o n s D a t e : _ _ _ _ D a t e : % / ‘ / 1 / . D A T E : 6 / 2 8 / 2 0 1 6 g J 1 J I L . r , E N 3 I C \ J E E R I I ’ J c 3 G R O U N D W A T E R S A M P L I N G L O G P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e P r o j e c t N o . / T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 W e l l I D : M W - 5 S a m p l e r ( s ) : H . S e a t o n / G . E l l e r W e l l L o c a t i o n : D o w n h i l l b e t w e e n o l d c e l l a n d s h o o t i n g r a n g e . W e l l D i a m e t e r : _ _ _ _ _ _ _ _ _ _ _ _ _ _ I n i t i a l D e p t h t o W a t e r ( D T W ) : _ _ _ _ _ _ _ _ _ _ _ _ _ _ D e p t h t o B o t t o m ( D T B ) : _ _ _ _ _ _ _ _ _ _ _ _ W a t e r C o l u m n T h i c k n e s s ( W C T ) : _ _ _ _ _ _ _ _ _ _ _ _ _ C a l c u l a t i o n f o r O n e W e l l V o l u m e ( W V ) : F o r 2 ” W e l l : W C T X 0 . 1 6 3 = 0 . 9 F o r 4 ” W e l l : W C T X 0 . 6 5 3 = - F o r T H R E E W e l l V o l u m e s : W V X 3 = 2 . 7 A c t u a l A m o u n t P u r g e d f B a i l e d : 2 . 7 P u r g e d w i t h : D i s p o s a b l e b a i l e r S a m p l e d w i t h : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D e p t h t o W a t e r b e f o r e S a m p l i n g : - f e e t f l c , i n h 1 p b a i l e r G a l l o n s T i m e T e m p ( ° C ) p H C o n d . T u r b . ( n t u ) I n i t i a l s ( i . t S / c m ) 0 1 0 0 6 1 8 . 5 6 . 3 1 1 7 0 . 3 1 8 . 3 0 G E 0 . 9 1 0 0 9 1 6 . 7 5 . 9 5 1 3 5 . 3 1 2 . 3 4 G E 1 . 8 1 0 1 1 1 7 . 0 5 . 6 5 1 1 7 . 6 1 5 . 6 1 G E 2 . 7 1 0 1 5 1 7 . 1 5 . 5 3 1 1 8 . 8 1 4 . 2 1 G E B e f o r e S a m p l i n g 1 0 1 5 1 7 . 1 5 . 5 3 1 1 8 . 8 1 4 . 2 1 G E C o m m e n t s ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . S i g n a t u r e : Q A / Q C S i g n O f f : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t D A T E : 6 / 2 8 / 2 0 1 6 J 2 r - i L J I L . E i f \ J E E R U ’ J 3 G R O U N D W A T E R S A M P L I N G L O G P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e P r o j e c t N o J T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 W e l l I D : M W - 6 S a m p l e r ( s ) : H . S e a t o n / G . E l l e r W e l l L o c a t i o n : O n R i g h t s i d e o f r o a d b e h i n d o l d s c a l e h o u s e l o c a t i o n . W e l l D i a m e t e r : 2 i n c h e s I n i t i a l D e p t h t o W a t e r ( D T W ) : 2 0 . 3 2 f e e t D e p t h t o B o t t o m ( D T B ) : 2 0 . 4 6 f e e t W a t e r C o l u m n T h i c k n e s s ( W C T ) : 0 . 1 4 f e e t [ D T B - D T W ] C a l c u l a t i o n f o r O n e W e l l V o l u m e ( W V ) : F o r 2 ” W e l l : W C T X 0 . 1 6 3 = - g a l l o n s F o r 4 ” W e l l : W C T X 0 . 6 5 3 = - g a l l o n s F o r T H R E E W e l l V o l u m e s : W V X 3 = - g a l l o n s A c t u a l A m o u n t P u r g e d / B a i l e d : - g a l l o n s P u r g e d w i t h : - S a m p l e d w i t h : - D e p t h t o W a t e r b e f o r e S a m p l i n g : - f e e t G a l l o n s T i m e T e m p ( ° C ) D O C o n d . ( i . S / c m ) p H O R P T u r b . ( n t u ) I n i t i a l s ( m g / L ) D r y B e f o r e S a m p l i n g C o m m e n t s ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . T h e w e l l w a s d r y a n d n o t s a m p l e d . S i g n a t u r e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e : _ _ _ _ _ _ _ _ _ _ _ _ Q A / Q C S i g n O f f : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e : Z 1 4 1 - C . , I C ‘ D A T E : 6 / 2 8 / 2 0 1 6 E I t J E E R I N c P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e S u r f a c e P o i n t I D : S W - i L o c a t i o n : U p s t r e a m o f M W - 2 b e f o r e 2 c r e e k s m e r g e . f i e l d P a r a m e t e r s : T i m e o f S a m p l i n g : p H : T e m p e r a t u r e : C o n d u c t i v i t y : T u r b i d i t y : P r o j e c t l T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H . S e a t o n / G . E l l e r S U R F A C E W A T E R M O N I T O R I N G L O G 1 3 2 5 5 . 9 1 2 0 . 6 ( ° C ) 1 4 4 . 9 ( u S / c m ) 7 . 1 0 ( n t u ) C o m m e n t s / S a m p l e D e s c r i p t i o n ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e $ O s o n 6 / 2 8 / 2 0 1 6 . F I E L D B L A N K @ 1 3 3 5 S k e t c h o f S a y l P l e L o c a t I ) n / 7 / f l o w d i r e c t i o n 7 d r a i n a g e 7 t h w a s , y e t c . ) : S i g n a t u r e : D a t e : Q A J Q C S i g n O f f : , % ‘ j / - _ - L ‘ ? - D a t e : — f t , D A T E : 6 / 2 8 / 2 0 1 6 g j U I i g Z I E F I I N ( S U R F A C E W A T E R M O N I T O R I N G L O G P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e P r o j e c t / T a s k N o . : 8 3 8 . 1 5 0 1 . 1 2 . 0 1 S u r f a c e P o i n t I D : S W - 2 S a m p l e r ( s ) : H . S e a t o n / G . E l l e r L o c a t i o n : D o w n S t r e a m o f M W - 4 a t p r o p e r t y l i n e . F i e l d P a r a m e t e r s : T i m e o f S a m p l i n g : 1 2 2 6 p H : 6 . 0 5 T e m p e r a t u r e : 1 9 . 9 ( ° C ) C o n d u c t i v i t y : 1 3 6 . 4 ( . t S I c m ) T u r b i d i t y : 5 . 3 9 ( n t u ) C o m m e n t s / S a m p l e D e s c r i p t i o n ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : _ _ _ _ _ _ _ _ _ _ T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . S k e t c h o f S a m 7 L o c a f i o ? n c l u d e f l o w / i r e c t i o n , d r 7 n a g e p a t w a y s , e t c . ) : / / / / / S i g n a t u r e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e : Q A I Q C S i g n O f f : A 7 / I — D a t e : - 1 D A T E : 6 / 2 8 / 2 0 1 6 S i g n a t u r e : Q A I Q C S i g n O f f : / / & i / - i D a t e : D a t e : J U Y C E E t 3 T h J E E R I F \ J G P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e S u r f a c e P o i n t I D : S W - 3 S U R F A C E W A T E R M O N I T O R I N G L O G L o c a t i o n : I n t h e s t r e a m d i r e c t l y a c r o s s f r o m M W - 2 f i e l d P a r a m e t e r s : P r o j e c t i T a s k N o . : 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H . S e a t o n , G . F i l e r T i m e o f S a m p l i n g : 1 3 2 0 p h : 5 . 7 6 T e m p e r a t u r e : 2 0 . 4 ( ° C ) C o n d u c t i v i t y : 1 2 6 . 0 ( u S / c m ) T u r b i d i t y : 6 . 2 8 ( n t u ) C o m m e n t s / S a m p l e D e s c r i p t i o n ( w e a t h e r c o n d i t i o n s , o d o r , c o l o r , s i l t , e t c . ) : _ _ _ _ _ _ _ _ _ _ T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 8 / 2 0 1 6 . S k e t c h o f S a m p l e L o c a t i o n / f i o w / d i r e c t i o n r a i n a e p a h w a y s , e t c . ) : c i o / / / / / I - 7 ’ r • • • g f L J I . . , a . r J G I r ’ J E E i r ’ J c G R O U N D W A T E R M O N I T O R I N G W E L L S A M P L I N G L O G D a t e o f E v e n t : 6 / 2 9 / 2 0 1 6 W e l l I D : P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e ( D i s s o l v e d H y d r o g e n ) P r o j e c t l T a s k N o . : 0 0 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H a l e y S e a t o n / G r e t t a E l l e r W e l l D i a m e t e r : D e p t h t o B o t t o m ( D T B ) : P u r g e d w i t h : S a m p l e d w i t h : D e p t h t o W a t e r b e f o r e S a m p l i n g : - T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s m g f L ( u S / c m ) 1 4 4 5 1 7 . 9 2 . 5 1 2 6 4 . 8 5 . 7 6 7 1 . 1 1 0 . 2 2 H S C o m m e n t s ( w e a t h e r c o n d i t i o n s , c o l o r , s i l t , p u r g e w a t e r m a n a g e m e n t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e $ O s o n 6 / 2 9 / 2 0 1 6 . D a t e ‘ t M W - 2 ( M N A ) 2 i n c h e s 1 3 . 1 8 f e e t p e r i s t a l t i c p u m p p e r i s t a l t i c p u m p f e e t S i g n a t u r e 1 . . ø t J i E 1 J G f l \ J E E I I l % J G R O U N D W A T E R M O M T O R I N G W E L L S A M P L I N G L O G D a t e o f E v e n t : 6 / 2 9 / 2 0 1 6 W e l l I D : P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e ( D i s s o l v e d H y d r o g e n ) P r o j e c t / T a s k N o . : 0 0 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H a l e y S e a t o n I G r e t t a E l l e r W e l l D i a m e t e r : D e p t h t o B o t t o m ( D T B ) : P u r g e d w i t h : S a m p l e d w i t h : D e p t h t o W a t e r b e f o r e S a m p l i n g : - f e e t T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s m g f L ( u S / c m ) 1 4 1 5 1 7 . 4 1 . 7 4 3 0 1 . 9 5 . 6 6 8 4 . 6 2 . 5 7 H S C o m m e n t s ( w e a t h e r c o n d i t i o n s , c o l o r , s i l t , p u r g e w a t e r m a n a g e m e n t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 9 / 2 0 1 6 . M W - 3 D ( M N A ) 2 i n c h e s 5 6 . 9 6 f e e t p e r i s t a l t i c p u m p p e r i s t a l t i c p u m p S i g n a t u r e D a t e E G I r J E , r q t G R O U N D W A T E R M O N I T O R I N G W E L L S A M P L I N G L O G D a t e o f E v e n t : 6 / 2 9 / 2 0 1 6 W e l l I D : P r o j e c t N a m e : T o w n O f K e r n e r s v i l l e ( D i s s o l v e d H y d r o g e n ) P r o j e c t l T a s k N o . : 0 0 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H a l e y S e a t o n / G r e t t a E l l e r W e l l D i a m e t e r : D e p t h t o B o t t o m ( D T B ) : P u r g e d w i t h : S a m p l e d w i t h : D e p t h t o W a t e r b e f o r e S a m p l i n g : - f e e t T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s m g / L ( u S / c m ) 1 4 2 7 1 6 . 7 2 . 8 3 3 1 6 . 7 5 . 7 5 7 0 . 1 1 4 . 9 4 H S C o m m e n t s ( w e a t h e r c o n d i t i o n s , c o l o r , s i l t , p u r g e w a t e r m a n a g e m e n t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 9 / 2 0 1 6 . M W - 3 S ( M N A ) 2 i n c h e s 2 4 . 0 6 f e e t p e r i s t a l t i c p u m p p e r i s t a l t i c p u m p S i g n a t u r e D a t e S t \ J G I ! ’ J S E R 1 t \ J L G R O U N D W A T E R M O N I T O R I N G W E L L S A M P L I N G L O G D a t e o f E v e n t : P r o j e c t N a m e : P r o j e c t l T a s k N o . : 0 0 8 3 8 . 1 6 0 1 . 1 2 . 0 1 S a m p l e r ( s ) : H a l e y S e a t o n I G t e t t a E l l e r W e l l D i a m e t e r : D e p t h t o B o t t o m ( D T B ) : P u r g e d w i t h : S a m p l e d w i t h : D e p t h t o W a t e r b e f o r e S a m p l i n g : T i m e T e m p ( ° C ) D O C o n d . p H O R P T u r b . ( n t u ) I n i t i a l s m g f L ( u S / c m ) 1 3 5 5 1 8 . 4 2 . 3 9 3 4 1 . 4 5 . 9 0 6 5 . 8 8 . 4 1 H S C o m m e n t s ( w e a t h e r c o n d i t i o n s , c o l o r , s i l t , p u r g e w a t e r m a n a g e m e n t , e t c . ) : T h e w e a t h e r w a s p a r t l y c l o u d y w i t h t e m p e r a t u r e s i n t h e 8 0 s o n 6 / 2 9 / 2 0 1 6 . 6 / 2 9 / 2 0 1 6 W e l l I D : T o w n O f K e r n e r s v i l l e ( D i s s o l v e d H y d r o g e n ) M W - 4 ( M N A ) 2 i n c h e s 1 4 . 4 0 f e e t p e r i s t a l t i c p u m p p e r i s t a l t i c p u m p f e e t S i g n a t u r e D a t e Appendix II Summary of Detections Summary of Detections WELL ID PARAMETER RESULT UNITS SWSL COLLECT DATE 3404-MW2 1,1-Dichloroethane 19.1 µg/L 5 6/28/2016 3404-MW2 1,2-Dichloropropane 4.3 µg/L 1 6/28/2016 3404-MW2 1,4-Dichlorobenzene 4.8 µg/L 1 6/28/2016 3404-MW2 Barium 253 µg/L 100 6/28/2016 3404-MW2 Benzene 4.9 µg/L 1 6/28/2016 3404-MW2 cis-1,2-Dichloroethene 42.4 µg/L 5 6/28/2016 3404-MW2 Tetrachloroethene 1.0 µg/L 1 6/28/2016 3404-MW2 Trichloroethene 4.9 µg/L 1 6/28/2016 3404-MW2 Vinyl chloride 4.6 µg/L 1 6/28/2016 3404-MW3D 1,2-Dichloropropane 1.2 µg/L 1 6/28/2016 3404-MW3D 1,4-Dichlorobenzene 3.9 µg/L 1 6/28/2016 3404-MW3D cis-1,2-Dichloroethene 53.2 µg/L 5 6/28/2016 3404-MW3D Vinyl chloride 6.1 µg/L 1 6/28/2016 3404-MW3S 1,4-Dichlorobenzene 1.7 µg/L 1 6/28/2016 3404-MW3S cis-1,2-Dichloroethene 7.5 µg/L 5 6/28/2016 3404-MW3S Barium 155 µg/L 100 6/28/2016 3404-MW3S Cadmium 2.6 µg/L 1 6/28/2016 3404-MW3S Chromium 11.9 µg/L 10 6/28/2016 3404-MW3S Copper 17.6 µg/L 10 6/28/2016 3404-MW3S Vanadium 45.2 µg/L 25 6/28/2016 3404-MW3S Vinyl chloride 2.3 µg/L 1 6/28/2016 3404-MW3S Zinc 404 µg/L 10 6/28/2016 3404-MW4 1,4-Dichlorobenzene 2.4 µg/L 1 6/28/2016 3404-MW4 cis-1,2-Dichloroethene 19.5 µg/L 5 6/28/2016 3404-MW4 Vinyl chloride 17.0 µg/L 1 6/28/2016 3404-MW5 Cobalt 23.0 µg/L 10 6/28/2016 Notes:µg/L = Micorgrams per liter SWSL = NC Soild Waste Section Reporting Limit Laboratory Reporting limit used when SWSL has not been established Town of Kernersville Landfill Permit No. 34-04 Page 1 of 1 Joyce Engineering Appendix III Summary of Exceedances Summary of Exceedances WELL ID PARAMETER RESULT UNITS NC2L/GWPS GPS SWSL COLLECT DATE 3404-MW2 1,1-Dichloroethane 19.1 µg/L 6 6 5 6/28/2016 3404-MW2 1,2-Dichloropropane 4.3 µg/L 0.6 0.6 1 6/28/2016 3404-MW2 Benzene 4.9 µg/L 1 1 1 6/28/2016 3404-MW2 Tetrachloroethene 1.0 µg/L 0.7 0.7 1 6/28/2016 3404-MW2 Trichloroethene 4.9 µg/L 3 3 1 6/28/2016 3404-MW2 Vinyl chloride 4.6 µg/L 0.03 0.03 1 6/28/2016 3404-MW3D 1,2-Dichloropropane 1.2 µg/L 0.6 0.6 1 6/28/2016 3404-MW3D Vinyl chloride 6.1 µg/L 0.03 0.03 1 6/28/2016 3404-MW3S Cadmium 2.6 µg/L 2 2 1 6/28/2016 3404-MW3S Chromium 11.9 µg/L 10 10 10 6/28/2016 3404-MW3S Vanadium 45.2 µg/L 0.3 0.3 25 6/28/2016 3404-MW3S Vinyl chloride 2.3 µg/L 0.03 0.03 1 6/28/2016 3404-MW4 Vinyl chloride 17.0 µg/L 0.03 0.03 1 6/28/2016 3404-MW5 Cobalt 23.0 µg/L 1 1 10 6/28/2016 Notes:µg/L = Micorgrams per liter SWSL = NC Soild Waste Section Reporting Limit Laboratory Reporting limit used when SWSL has not been established NC2L = NC Groundwater Standard from 15A NCAC 2L.0202 GWPS = NC Solid Waste Section Groundwater Protection Standard (for constituents with no NC2L) GPS = Groundwater Protection Standard as defined by 15A NCAC 13B.1634(g) NA= Not Applicable Town of Kernersville Landfill Permit No. 34-04 Page 1 of 1 Joyce Engineering Appendix IV Summary of Field Parameters Summary of Field Parameters WELL ID PARAMETER RESULT UNITS COLLECT DATE MW-2 Dissolved Oxygen 2.20 mg/L 6/28/2016 MW-2 Oxidation Reduction Potential 51.6 mV 6/28/2016 MW-2 pH 5.54 S.U.6/28/2016 MW-2 Temperature 16.4 ºC 6/28/2016 MW-2 Ferrous Iron 0 mg/L 6/28/2016 MW-2 Dissolved Carbon Dioxide 100 mg/L 6/28/2016 MW-2 Conductivity 256.1 µS/cm 6/28/2016 MW-2 Turbididty 3.23 NTU 6/28/2016 MW-2 Static Water Level 4.85 ft 6/28/2016 MW-2 Well Depth 13.18 ft 6/28/2016 MW-3S pH 5.80 S.U.6/28/2016 MW-3S Temperature 15.4 ºC 6/28/2016 MW-3S Conductivity 321.4 µS/cm 6/28/2016 MW-3S Ferrous Iron 0.0 mg/L 6/28/2016 MW-3S Dissolved Carbon Dioxide 65 mg/L 6/28/2016 MW-3S Turbididty 15.80 NTU 6/28/2016 MW-3S Static Water Level 14.25 ft 6/28/2016 MW-3S Well Depth 24.00 ft 6/28/2016 MW-3S Dissolved Oxygen 2.41 mg/L 6/28/2016 MW-3S Oxidation Reduction Potential 43.4 mV 6/28/2016 MW-3D Dissolved Oxygen 2.81 mg/L 6/28/2016 MW-3D Oxidation Reduction Potential 17.9 mV 6/28/2016 MW-3D pH 5.81 S.U.6/28/2016 MW-3D Temperature 15.8 ºC 6/28/2016 MW-3D Ferrous Iron 0.0 mg/L 6/28/2016 MW-3D Conductivity 298.1 µS/cm 6/28/2016 MW-3D Dissolved Carbon Dioxide 90 mg/L 6/28/2016 MW-3D Turbididty 5.17 NTU 6/28/2016 MW-3D Static Water Level 13.55 ft 6/28/2016 MW-3D Well Depth 56.96 ft 6/28/2016 MW-4 pH 5.84 S.U.6/28/2016 MW-4 Temperature 15.0 ºC 6/28/2016 MW-4 Conductivity 319.2 µS/cm 6/28/2016 MW-4 Turbididty 9.68 NTU 6/28/2016 MW-4 Ferrous Iron 0.5 mg/L 6/28/2016 MW-4 Dissolved Carbon Dioxide 85 mg/L 6/28/2016 MW-4 Static Water Level 6.93 ft 6/28/2016 MW-4 Well Depth 14.40 ft 6/28/2016 MW-4 Dissolved Oxygen 2.75 mg/L 6/28/2016 MW-4 Oxidation Reduction Potential 38.5 mV 6/28/2016 MW-5 pH 5.53 S.U.6/28/2016 MW-5 Temperature 17.1 ºC 6/28/2016 MW-5 Conductivity 118.8 µS/cm 6/28/2016 MW-5 Turbididty 14.21 NTU 6/28/2016 MW-5 Static Water Level 5.25 ft 6/28/2016 MW-5 Well Depth 11.36 ft 6/28/2016 Town of Kernersville Landfill Permit No. 34-04 Page 1 of 2 Joyce Engineering Summary of Field Parameters WELL ID PARAMETER RESULT UNITS COLLECT DATE SW-1 pH 5.91 S.U.6/28/2016 SW-1 Temperature 20.6 ºC 6/28/2016 SW-1 Conductivity 144.9 µS/cm 6/28/2016 SW-1 Turbididty 7.10 NTU 6/28/2016 SW-2 pH 6.05 S.U.6/28/2016 SW-2 Temperature 19.9 ºC 6/28/2016 SW-2 Conductivity 136.4 µS/cm 6/28/2016 SW-2 Turbididty 5.39 NTU 6/28/2016 SW-3 pH 5.76 S.U.6/28/2016 SW-3 Temperature 20.4 ºC 6/28/2016 SW-3 Conductivity 126 µS/cm 6/28/2016 SW-3 Turbididty 6.28 NTU 6/28/2016 Notes:ºC= degrees Centigrade S.U.= Standard Units µS/cm = microsemens NTU = Nephelometric Turbidity Units ft = feet mV = millivolts mg/L = milligrams per liter Town of Kernersville Landfill Permit No. 34-04 Page 2 of 2 Joyce Engineering