The URL can be used to link to this page

Home My WebLink About1304_CharlotteMotor_GWMReport_DIN26357_20151022 Groundwater Statistical Analysis Report Second Semi-Annual 2015 Sampling Event Charlotte Motor Speedway, Landfill V Concord, North Carolina Permit No. 13-04 January 2016 Prepared by: 10 Quiet Brook Court 314-496-4654 St. Charles, MO 63303 www.jettenviro.com TABLE OF CONTENTS 1.0 INTRODUCTION .............................................................................1 2.0 SITE BACKGROUND AND MONITORING NETWORK ................1 3.0 SITE HYDROGEOLOGY ................................................................1 4.0 DATA EVALUATION ......................................................................2 5.0 STATISTICAL PROCEDURES .......................................................2 5.1 Inter-Well Prediction Intervals ....................................................2 5.2 Intra-Well Confidence Intervals ..................................................3 5.3 Statistical Results Summary .......................................................4 6.0 ASSESSMENT MONITORING STATUS ........................................4 7.0 WATER QUALITY ASSESSMENT ACTIVITIES ............................6 TABLES Table 1 Wells Analyzed Table 2 Organic Detections Table 3A Comparisons to GWPSs (Inorganics) Table 3B Comparisons to GWPSs (Organics) Table 4 Surface Water Data Compared to NC 2B Standards Table 5 Inter-Well Prediction Limit Exceedances Table 6 Water Quality Assessment Well Data Compared to GWPSs APPENDICES Appendix A Potentiometric Surface Map Appendix B Statistical Evaluations Appendix C Laboratory Analytical Reports & Field Information Forms Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 1 1.0 INTRODUCTION On behalf of BFI Waste Systems of North America, Inc.-Charlotte Motor Speedway, Landfill V, Jett Environmental Consulting statistically evaluated the Second Semi-Annual 2015 water quality monitoring data. Groundwater, surface water, and leachate sampling was completed by Analytical Services, Inc. (ASI) on October 22, 2015 and analytical testing was performed by ASI. The statistical analysis software package utilized, SanitasTM, follows a documented decision logic that incorporates the following guidance document: USEPA “Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Unified Guidance” (March 2009). 2.0 SITE BACKGROUND AND MONITORING NETWORK Jett Environmental Consulting statistically evaluated parameters from the Second Semi-Annual 2015 event against background using inter-well prediction interval analysis. Prediction intervals are considered a powerful tool for groundwater statistical analysis, when feasible, due to their inherent low false negative and false positive rates utilizing confirmatory resampling, if necessary. Statistical comparisons of data to the Groundwater Protection Standards (GWPSs) were performed utilizing intra-well confidence limits. Background for the inter-well prediction limits was defined as all samples taken from each upgradient well. The parameters subject to statistical evaluation are noted in NCDEQ Sections .1633 and .1634. Table 1 lists the groundwater monitoring wells for the site. Each of the required wells was sampled during the Second Semi-Annual 2015 event. In correspondence dated October 13, 2015 (DIN 25121), NCDEQ approved a request to sample MW-17, MW-17A, and MW-24 annually. The next scheduled sampling event for wells MW-17, MW-17A, and MW- 24 is during the First Semi-Annual 2016 event. In addition to groundwater monitoring, the site has a surface water monitoring network consisting of one upstream surface water sampling point (SW-1) and one downstream point (SW-2). These points are sampled semi-annually for the 40 CFR Part 258 Appendix I list in conjunction with the groundwater monitoring wells. Both surface water monitoring points were sampled during the Second Semi-Annual 2015 event. A leachate sample is also routinely collected for analysis in accordance with the facility’s permit. The leachate sample was analyzed for the 40 CFR Part 258 Appendix I list, biochemical oxygen demand, chemical oxygen demand, nitrate as N, phosphorous, and sulfate. 3.0 SITE HYDROGEOLOGY Previous site investigations indicate that groundwater is present in either the saprolite, Piedmont weathered rock, or bedrock depending on location. Data suggests hydraulic connection between these units, which form the uppermost aquifer. Generally, data indicate that the groundwater flow is principally within the saprolite and Piedmont weathered rock, in the direction of the Rocky River. Locally, the vertical component of the groundwater flow may be slightly downward in topographic high areas and slightly upward in topographic low areas. In general, the configuration of the groundwater surface is similar to the topography of the site. Appendix A provides a potentiometric surface map for the site utilizing groundwater level data from the Second Semi-Annual 2015 event. Groundwater flow direction for the Second Semi-Annual 2015 event was to the southwest, consistent with past events. Groundwater flow rate for the Second Semi-Annual 2015 event was estimated to range from 22 feet/year to 135 feet/year, consistent with past events. Flow rate calculations are available in Appendix A. A well construction summary table is provided in Appendix A. Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 2 4.0 DATA EVALUATION The analytical results for the Second Semi-Annual 2015 event for the groundwater samples are summarized on Tables 2, 3, and 4. Table 2 provides a summary of volatile organic compounds (VOCs) detected at or above the NC Solid Waste Section Reporting Limits (SWSLs) in groundwater samples. Of the sixteen quantifiable VOC detections, ten were above a NC 2L Groundwater Standard (NC 2L): 1,2- dichloroethane at MW-26; 1,4-dichlorobenzene at MW-25; benzene at MW-18A, MW-19, MW-19A, and MW-34; tetrachloroethene at MW-33; and vinyl chloride at MW-32R, MW-33, and MW-34. The exceedances are consistent with past events. As shown on Table 3A, four Appendix I constituents (barium at MW-20B; chromium at MW-30R; cobalt at MW-18A, MW-21, and MW-32R; and nickel at MW-19) were detected above an SWSL and a Groundwater Protection Standard (GWPS) during the Second Semi-Annual 2015 sampling event. The exceedances are consistent with past events, with the exception of chromium at MW-30R. The Second Semi-Annual 2015 concentration of chromium at MW-30R (0.144 mg/L) is 20 times higher than typically seen at this well. The Second Semi-Annual 2015 concentration of chromium at MW-20R appears anomalous and will be confirmed during the next sampling event. As shown on Table 4, during the Second Semi-Annual 2015 event, no NC 2B Surface Water Standards were exceeded in surface water samples. No VOCs were detected in surface water samples at quantified concentrations above their respective NC SWSLs during the Second Semi-Annual 2015 event. The constituents detected in the leachate sample collected during the Second Semi-Annual 2015 event are typical for leachate at this facility. Appendix C contains a copy of the groundwater, surface water, and leachate laboratory analytical reports and field information forms for the Second Semi-Annual 2015 event. 5.0 STATISTICAL PROCEDURES The SanitasTM program was utilized to compile and statistically evaluate the data for the Second Semi- Annual 2015 sampling event. Summary tables for the inter-well prediction interval analysis are available in Appendix B. Statistical analyses (i.e. inter-well prediction limits) were performed to establish background concentrations and determine if the NC GWPS/NC 2L value-to-value exceedances for barium at MW-20B; chromium at MW-30R; cobalt at MW-18A, MW-21, and MW-32R; and nickel at MW-19 exhibited statistically significant increases above background. 5.1 Inter-Well Prediction Intervals The prediction interval is a statistical method used to compare a single observation to a group of observations. The prediction interval is calculated to include observations from the same population with a specified confidence. In groundwater monitoring, a prediction interval approach may be used to make comparisons between background and compliance data. The interval is developed to contain all future observations, within a certain probability. For the Charlotte Motor Speedway V site, inter-well prediction intervals have been developed based on a 99% confidence that future observations will fall within the range. If any future observation exceeds the prediction interval, this is considered statistically significant evidence that the observation is not representative of the background group. During parametric prediction interval analysis, the mean and the standard deviation are calculated for the raw or transformed background data. The number of comparison observations, K, is defined to be included in the interval. If less than 15% of the background observations are nondetects, the nondetects are replaced with one half of the reporting limit prior to performing the analysis. If more than 15% but less than 50% of the background data are below the reporting limit, the data’s sample mean and standard deviation are adjusted according to the Kaplan-Meier method. However, when the background data are not transformed- normal or contain greater than 50% observations below the reporting limit, SanitasTM automatically Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 3 constructs a nonparametric prediction interval. During nonparametric analysis, the highest value from the background data is used to set the upper limit of the prediction interval. For the Second Semi-Annual 2015 event, barium at MW-19A and MW-20B; cobalt at MW-18A, MW-19A, and MW-21; and nickel at MW-19 statistically exceeded background and were above NC GWPS/NC 2L standards in a value-to-value comparison. Table 5 provides a summary of the prediction limit exceedances. Included in Appendix B are time series plots for each of the inorganic parameters statistically analyzed for this reporting period and plots of the Second Semi-Annual 2015 organic detections at or above SWSLs. 5.2 Intra-Well Confidence Intervals Per NCDEQ Regulation .1634(H), Groundwater Protection Standards (GWPSs) are equal to the National Primary Drinking Water Standard-Maximum Contaminant Level (MCL) or North Carolina 15A NCAC 2L Water Quality Standard, whichever is lower. In instances where an MCL or 2L Standard are not established, the GWPSs were derived from the NCDEQ-Solid Waste Section published GWPSs. Tables 3A and 3B provide comparisons of the Second Semi-Annual 2015 results to the GWPSs. In order to determine if the groundwater concentrations exhibit a statistical exceedance of the GWPS, a statistical comparison was made to the GWPSs to determine if further action is warranted. The following text outlines the procedures that were used to statistically compare concentrations to GWPSs. Per the U.S. Environmental Protection Agency document (dated March 2009), titled Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Unified Guidance, a Confidence Interval is constructed from sample data and is designed to contain the mean concentration of a well analyte in groundwater monitoring, with a designated level of confidence. A confidence interval generally is used when samples are being compared to a GWPS, which is typically the MCL or alternate concentration limit (i.e. 2L Standard or NC GWPS). A lower confidence interval analysis was used to statistically compare to GWPSs. The method constructs a normal confidence interval on the mean concentration of a constituent incorporating, at a minimum, the four most recent measurements. The lower confidence interval on the mean was compared to the GWPS to determine whether the mean concentration exceeded its GWPS. If the lower confidence interval on the mean exceeds the GWPS then there is statistically significant evidence that the mean concentration of that constituent exceeds the GWPS. The distribution of the data is evaluated by applying the Shapiro-Wilk or Shapiro-Francia test for normality to the raw data or, when applicable, transformed data. If less than 15 percent of the observations are non- detects, the non-detects will be replaced with one half the reporting limit prior to performing the normality test and constructing the confidence limit. Per .1634(g)(5), if background (statistical limit based on upgradient well data) is higher than the NC 2L Standard, then background may be utilized as the GWPS. Background for organics is considered the non- detect level (equivalent to the SWSL). The following is a summary of background data that was utilized as the GWPS:  The SWSL (1.0 ug/L) for 1,2-dichloroethane, tetrachloroethene, and vinyl chloride is higher than the 2L Standard (0.4 ug/L, 0.7 ug/L, and 0.03 ug/L, respectively); therefore the SWSL (1.0 ug/L) was utilized as the GWPS for 1,2-dichloroethane, tetrachloroethene, and vinyl chloride.  Background for total antimony (6 ug/L) is higher than the NC GWPS (1 ug/L), therefore 6 ug/L was utilized as the GWPS as outlined in .1634(g)(5).  Background for total chromium (98 ug/L) is higher than the NC GWPS (10 ug/L), therefore 98 ug/L was utilized as the GWPS as outlined in .1634(g)(5).  Background for total cobalt (15 ug/L) is higher than the NC GWPS (1 ug/L), therefore 15 ug/L was utilized as the GWPS as outlined in .1634(g)(5). Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 4  Background for total thallium (5.5 ug/L) is higher than the NC GWPS (0.28 ug/L), therefore 5.5 ug/L was utilized as the GWPS as outlined in .1634(g)(5).  Background for total vanadium (19 ug/L) is higher than the NC GWPS (0.3 ug/L), therefore 19 ug/L was utilized as the GWPS as outlined in .1634(g)(5). Inorganic and organic concentrations detected above SWSLs and GWPSs (See Tables 3A and 3B) were statistically compared to their respective GWPSs utilizing intra-well confidence limits. As provided in Appendix B, one inorganic statistically exceeded a GWPS for the Second Semi-Annual 2015 event: barium at MW-20B. Two VOCs (1,4-dichlorobenzene at MW-25 and vinyl chloride at MW-34) statistically exceeded a GWPS for the Second Semi-Annual 2015 event. 5.3 Statistical Results Summary Assessment Monitoring Inorganic and organic concentrations detected above SWSLs and GWPSs were statistically compared to their respective GWPSs utilizing intra-well confidence limits. One inorganic statistically exceeded a GWPS for the Second Semi-Annual 2015 event: barium at MW-20B. Two VOCs (1,4-dichlorobenzene at MW-25 and vinyl chloride at MW-34) statistically exceeded a GWPS for the Second Semi-Annual 2015 event. 6.0 ASSESSMENT MONITORING STATUS In accordance with Assessment Monitoring requirements set forth in the NCDEQ Regulations for Municipal Solid Waste Landfills Section .1634: (e) If the concentrations of all Appendix II constituents are shown to be at or below the approved ground- water protection standards, for two consecutive sampling events, the owner or operator shall report this information to the Division, and the Division shall give approval to the owner or operator to return to detection monitoring. (f) If one or more Appendix II constituents are detected above the approved ground-water protection standards in any sampling event, the owner or operator, shall within 14 days of this finding, submit a report to the Division, place a notice in the operating record, and notify local government officials. The owner or operator: (1) shall: (A) Characterize the nature and extent of the release by installing additional monitoring wells, as necessary; (B) Install at least one additional monitoring well at the facility boundary in the direction of contaminant migration and sample this well in accordance with Paragraph (d)(2) of this Rule; (C) Notify all persons who own land or reside on land that directly overlies any part of the plume of contamination if contaminants have migrated off-site; and (D) Within 90 days, initiate an assessment of corrective measures as required under Rule .1635 of this Section; or (2) may demonstrate that a source other than a MSWLF unit caused the exceedance of the ground-water protection standards, or the exceedance resulted from error in sampling, analysis, or natural variation in ground-water quality. A report documenting this demonstration shall be approved by the Division. If required by G.S. 89C or G.S. 89E, a professional engineer or licensed geologist shall prepare these documents. [Note: The North Carolina Board of Examiners for Engineers and Surveyors and the Board of Licensing of Geologist has determined, via letters dated July 16, 2010 and November 30, 2010 respectively, that preparation of documents pursuant to this Paragraph constitutes practicing engineering or geology under G.S. 89C and G.S. 89E.] A copy of the approved report shall also be placed in the operating record. If a successful demonstration is made, the owner or operator may discontinue assessment monitoring, and may return to detection monitoring when approval is given by the Division. Until a successful demonstration is made, the owner or operator shall comply with Paragraph (f)(1) of this Rule including initiating an assessment of corrective measures. Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 5 During the Second Semi-Annual 2015 event, a limited number of Appendix II constituents were above background values (see Tables 3A and 3B), however only one inorganic concentration was statistically above a GWPS (barium at MW-20B) and only two organic compounds (1,4-dichlorobenzene at MW-25 and vinyl chloride at MW-34) statistically exceeded a GWPS. Barium was first detected above the GWPS at MW-20B in April 2014. Barium has been detected at stable concentrations over the last 4 events (0.900, 0.794, 0.974, and 0.825 mg/L). The Second Semi-Annual 2015 concentration of barium at MW-20B (0.825 mg/L) is well below the National Primary Drinking Water Standard-Maximum Contaminant Level (MCL) of 2 mg/L. It is recommended that MW-20B enter into the Assessment Monitoring program due to barium statistically exceeding the GWPS. Wells in the proximity of MW-25 (MW-2A, MW-2B, MW-22, and MW-22A) and wells downgradient of MW- 25 (MW-10 and MW-10A) do not exhibit quantifiable (i.e. at or above the SWSL) detections of 1,4- dichlorobenzene. Therefore, 1,4-dichlorobenzene is limited to the vicinity of MW-25. It is recommended that MW-25 continue in Assessment Monitoring. Well MW-34 is adjacent to and slightly upgradient to well MW-33. Downgradient well MW-33 exhibits detections of vinyl chloride, but has not been reported above the 1.0 ug/L SWSL. Therefore, vinyl chloride GWPS statistical exceedances are limited to the vicinity of MW-34. It is recommended that MW-34 continue in Assessment Monitoring. It has been previously concluded that the VOC migration in the area of wells MW-17 and MW-25 is due to landfill gas migration. The facility has implemented several phases of improvements to the gas collection system in recent years to address gas migration and improve groundwater conditions. Based on the lack of quantifiable VOC detections at wells adjacent to and downgradient of MW-25, the site does not recommend additional corrective measures other than what have already been implemented in the form of landfill Gas Collection and Control System (GCCS) upgrades. The vinyl chloride detections at MW-34 have been addressed by recent upgrades (first quarter 2015) to the GCCS in this area. The GCCS upgrades include installing 21 new landfill gas extraction wells (6 in Cell 2F, 7 in Cell 2G, 7 in Cell 2H, and 1 in Cell 2I). The GCCS improvements should further enhance the removal of landfill gas and improve groundwater quality. The increased barium concentrations at MW-20B may be attributable to landfill gas migration, as evident by similar low level VOC detections at MW-20B that are also present in other site wells that have been known to have landfill gas impacts (e.g., MW-18, MW-19, MW-25, and MW-34). The aforementioned GCCS improvements should further enhance the removal of landfill gas and improve groundwater quality. During the Second Semi-Annual 2015 event, each well was sampled for the Appendix I list parameters plus previously detected Appendix II parameters (dichlorodifluoromethane, mercury, and tin). The inorganic and organic detections above SWSLs are also on the Appendix I Detection Monitoring list. In correspondence dated October 23, 2014 (DIN 22116), NCDEQ approved a site request to sample the full suite of Appendix II constituents every three years. The most recent full set of Appendix II sampling event occurred during the first semi-annual 2014 event. Therefore, the next Appendix II event will occur during the first semi-annual 2017 event for assessment wells MW-17, MW-17A, MW-18A, MW-19, MW- 19A, MW-20B, MW-25, MW-26, MW-32R, and MW-34. The previously confirmed Appendix II detections (dichlorodifluoromethane, mercury, and tin) will continue to be sampled semi-annually at each site well along with the Appendix I constituents. Landfill Gas Collection and Control System (GCCS) The following landfill gas system information was provided by SCS Engineers. The GCCS has been operational at the Landfill since 1996. As areas of the Landfill reached 5 years old or 2 years old and at final grade, the GCCS was expanded in general accordance with the NSPS GCCS Design Plan. The GCCS includes over 150 vertical extraction wells, five horizontal collectors (HC), and nine leachate cleanouts. The facility includes the following major control system components: Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 6  A 3,000 scfm candlestick flare,  A 6,000 scfm enclosed flare,  A 12,000 scfm blower system, and  A 2-stage gas compressor that feeds a Taurus 60-T7300 Solar turbine. The turbine is part of a landfill gas-to-energy (LFGTE) facility at the site. The LFGTE facility was constructed in 1999 with start-up testing performed in December 1999. The LFGTE facility began generating electricity in early 2000 with power being sold to the City of Concord. The following GCCS summary for the second half of 2015 was provided by SCS Engineers. Phase 1 of Construction on the GCCS Expansion began on August 31, 2015, and ended on September 29, 2015. Phase 2 of construction began on November 10, 2015, and ended on January 14, 2016. The construction and installation was performed by B&M Excavating Co., LLC, and its drilling subcontractor Recovery Drilling Services. SCS provided construction monitoring services to verify that construction activities were completed in accordance with the Construction Drawings. The project consisted of construction and installation of the following:  Four (4) replacement vertical LFG extraction wells; 325 feet (ft) total; the replacement wells were EW-7B, EW-58C, EW-185A, and EW-199A.  18-inch diameter HDPE SDR-17 header pipe;  16-inch diameter HDPE SDR-17 header pipe;  6-inch diameter HDPE SDR-17 lateral pipe;  3-inch diameter HDPE SDR-11 forcemain;  Five (5) 18-in diameter LFG isolation valves;  Two (2) 16-in diameter LFG isolation valves;  One (1) 6-in diameter LFG isolation valve;  Six (6) 3-inch diameter forcemain isolation/blow-off valves;  One (1) 2-in diameter forcemain below grade isolation valve; and  Two (2) 18-in diameter condensate sumps. Because of the improvements stated above, the efficiency of the GCCS has improved. 2015 upgrades to the GCCS should further enhance the removal of landfill gas and continued improvement in groundwater quality. 7.0 WATER QUALITY ASSESSMENT ACTIVITIES Past Water Quality Assessment Activities In a letter dated January 28, 2010 from NCDEQ to the site, a Water Quality Assessment Plan was requested. The requirements for, or the contents of a Water Quality Assessment Plan (WQAP) are not referenced in NC Solid Waste Regulations or Guidance Documents, therefore the facility met with NCDEQ on March 9, 2010 in order to discuss potential items to include in the requested WQAP. Site representatives discussed with NCDEQ the planned items to be included in the WQAP. Subsequently, the site submitted a WQAP on March 19, 2010 of the proposed activities to address the constituents detected above the North Carolina 15A NCAC 2L Water Quality Standards at the site. In correspondence dated April 8, 2010, NCDEQ approved the Water Quality Assessment Plan. The proposed field activities associated with the WQAP were conducted in May 2010. A Water Quality Assessment Report summarizing the data collected during the Water Quality Assessment activities was submitted under separate cover on August 2, 2010. The August 2, 2010 Water Quality Assessment Report provided a summary of actions completed to date and proposed actions in order to address the source and extent of the VOC detections in groundwater monitoring wells at the site. The first phase of the field work occurred in conjunction with the First Semi- Annual 2010 event (May 2010) and consisted of (1) a sewer line examination, (2) headspace methane monitoring in groundwater monitoring wells of concern, and (3) a geochemical evaluation of groundwater Groundwater Statistical Analysis Report Charlotte Motor Speedway, Landfill V, North Carolina 7 and leachate. The results and summary of the first phase activities were submitted within the August 2, 2010 Water Quality Assessment Report. Results of the first phase indicated that (a) no apparent impacts were identified in the vicinity of the sewer line, (b) no significant concentrations of methane are currently present in the headspace of the groundwater monitoring wells of concern, and (c) the geochemical comparisons of MW-19A to leachate indicate possible mixing of groundwater and leachate. However the lack of heavy metals and the presence of downward trending VOCs in groundwater indicate that landfill gas likely was the source of impact at some stage. The improving groundwater conditions indicate that the source has likely been mitigated by the upgrades to the GCCS over the last few years. The February 28, 2011 Water Quality Assessment Report provided an updated summary of the data collected during the Water Quality Assessment activities in the Second Semi-Annual 2010 event (second phase). Installation and monitoring of wells downgradient of the wells of concern would allow the delineation of the horizontal and vertical extent of VOCs. The second phase of the field work occurred in October and November 2010 (in conjunction with the Second Semi-Annual 2010 event) and consisted of (4) installing new wells MW-18R, MW-18AR, MW-19R, and MW-19AR, and (5) sampling the new wells for the Appendix I list of constituents. Results of the second phase indicated that (d) lack of impact at well MW-18AR, which defines the extent of horizontal and vertical area of impact in the MW-18A area, and (e) impacts below the 2L Standards have not been horizontally or vertically defined in the MW-19R/MW-19AR portion of the site. Latest Water Quality Assessment Activities In correspondence dated September 12, 2013 (DIN 19706), NCDEQ approved a site request to monitor wells MW-18R and MW-18AR on an annual basis due to lack of confirmed exceedances since installation in 2010. Therefore, wells MW-18R and MW-18AR are sampled during the first semi-annual event of each year. The next scheduled sampling event for wells MW-18R and MW-18AR is during the First Semi-Annual 2016 event. Table 6 summarizes the results of the Second Semi-Annual 2015 event at water quality assessment (extent) wells MW-19R and MW-19AR. The Second Semi-Annual 2015 event sampling results exhibited concentrations above the GWPSs for cobalt, 1,4-dichlorobenzene, and benzene at MW-19AR and MW- 19R. Review of data for MW-19R and MW-19AR indicates that these same constituents were previously above GWPSs in adjacent/upgradient wells MW-19 and/or MW-19A. No organic GWPSs have been statistically exceeded at MW-18A, MW-19, or MW-19A since the Second Semi-Annual 2009 event, likely due to the enhancements to the GCCS in combination with natural attenuations. It is recommended that MW-19R and MW-19AR continue to be monitored on a semi-annual basis. TABLES UPGRADIENT WELLS DOWNGRADIENT WELLS MW-1A, MW-1B, MW-2A, MW-2B, MW-10, MW-10A, MW-12 MW-16, MW-17, MW-17A, MW-18A, MW-19, MW-19A, MW-20AR MW-20B, MW-21, MW-22, MW-22A, MW-24, MW-25, MW-26 MW-27, MW-28, MW-29R, MW-30R, MW-31, MW-32R, MW-33, MW-34 TABLE 1 WELLS ANALYZED SECOND SEMI-ANNUAL 2015 EVENT CHARLOTTE MOTOR SPEEDWAY, LANDFILL V MW-11, MW-14, MW-14B, MW-15 Monitoring Point Parameter National Primary Drinking Water Standard-MCL (ug/L) 15A NCAC 2L Water Quality Standard (ug/L) Results (ug/L) MDL (ug/L) SWSL (ug/L) 1,4-Dichlorobenzene 75 6 1.9 0.4 1 Benzene 5 1 1.6 0.2 1 1,4-Dichlorobenzene 75 6 4.2 0.4 1 Benzene 5 1 1.4 0.2 1 1,4-Dichlorobenzene 75 6 3.5 0.4 1 Benzene 5 1 1.2 0.2 1 MW-20B 1,4-Dichlorobenzene 75 6 2 0.4 1 1,4-Dichlorobenzene 75 6 18 0.4 1 Chlorobenzene 100 50 4.3 0.5 3 MW-26 1,2-Dichloroethane 5 0.4 1.3 0.3 1 MW-32R Vinyl chloride 2 0.03 2.3 0.4 1 Tetrachloroethylene 5 0.7 1.1 0.4 1 Vinyl chloride 2 0.03 1 0.4 1 Benzene 5 1 5.4 0.2 1 cis-1,2-Dichloroethylene 70 70 5.4 0.3 5 Vinyl chloride 2 0.03 2.3 0.4 1 Detections listed are for concentrations reported at or above the Solid Waste Section Limit (SWSL). 2L Standards from NCDENR website updated June 13, 2011 (http://portal.ncdenr.org/web/wm/sw/envmonitoringlist). Value exceed the applicable 2L Standard. MW-34 TABLE 2 ORGANIC DETECTIONS SECOND SEMI-ANNUAL 2015 EVENT CHARLOTTE MOTOR SPEEDWAY, LANDFILL V MW-18A MW-19 MW-19A MW-25 MW-33 Co n s t i t u e n t ( u g / L ) M D L S W S L M C L N C 2 L S t d N C G W P S F i n a l G W P S MW - 1 A M W - 1 B M W - 2 A M W - 2 B M W - 1 0 M W - 1 0 A M W - 1 1 M W - 1 2 M W - 1 4 M W - 1 4 B M W - 1 5 M W - 1 6 M W-17 M W - 1 7 A M W - 1 8 A M W - 1 9 An t i m o n y T o t a l 0. 2 5 6 6N E 1 6* * J 0 . 4 6 < 6 < 6 < 6 < 6 < 6 < 6 < 6 J 1 . 2 J 0 . 3 < 6 < 6 N S N S < 6 < 6 Ar s e n i c T o t a l 0. 7 5 1 0 10 1 0 N E 10 J 0 . 8 2 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 N S N S J 1 . 6 2 < 1 0 Ba r i u m T o t a l 0. 3 1 0 0 2, 0 0 0 7 0 0 N E 70 0 14 3 J 5 . 7 2 J 6 2 J 2 6 . 8 J 3 4 . 1 J 2 3 . 2 J 1 8 . 7 J 1 8 . 8 J 8 . 3 9 J 4 . 9 4 J 3 8 . 4 J 42.4 N S N S 6 4 4 4 9 2 Be r y l l i u m T o t a l 0. 0 9 1 4N E 4 4 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 Ca d m i u m T o t a l 0. 1 1 52 N E 2 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S J 0 . 5 J 0 . 1 Ch r o m i u m T o t a l 0. 4 3 1 0 10 0 1 0 N E 98 * * J 5 . 0 1 < 1 0 J 0 . 7 9 J 1 . 3 5 J 3 . 2 1 J 1 . 6 6 J 1 . 9 2 J 8 . 8 9 J 1 . 2 9 J 2 . 4 4 J 5 . 3 8 J 3.48 N S N S J 5 . 2 7 J 3 . 1 Co b a l t T o t a l 0. 2 9 1 0 NE N E 1 15 * * J 2 . 5 7 J 1 . 8 3 J 0 . 3 7 J 9 . 6 6 J 0 . 3 7 J 0 . 3 4 < 1 0 J 2 . 2 3 < 1 0 < 1 0 J 0 . 3 6 J 0 . 8 6 NS N S 3 0 . 6 J 5 . 9 Co p p e r T o t a l 0. 4 1 1 0 1, 3 0 0 1 , 0 0 0 N E 1, 0 0 0 J 4 . 4 3 J 5 . 2 8 J 0 . 6 4 < 1 0 < 1 0 J 0 . 6 1 J 0 . 8 3 J 1 . 4 J 2 . 7 2 J 1 . 4 2 J 1 . 9 8 J 1 . 07 N S N S J 3 . 8 3 J 2 . 2 1 Le a d T o t a l 0. 0 8 1 0 15 1 5 N E 15 J 0 . 4 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 J 0 . 1 7 N S N S < 1 0 < 1 0 Me r c u r y T o t a l 0. 0 7 0 . 2 21 N E 1 <0 . 2 J 0 . 0 7 7 < 0 . 2 < 0 . 2 < 0 . 2 < 0 . 2 < 0 . 2 < 0 . 2 < 0 . 2 J 0 . 0 7 7 < 0 . 2 < 0 . 2 N S N S < 0 . 2 < 0.2 Ni c k e l T o t a l 0. 4 8 5 0 NE 1 0 0 N E 10 0 J 4 . 5 4 J 2 0 . 6 J 4 . 1 7 J 7 . 5 J 2 . 6 J 1 . 2 J 1 . 3 3 J 6 . 6 3 J 1 0 . 4 J 2 . 2 7 J 5 . 2 4 J 3.31 N S N S J 1 4 . 7 1 0 6 Se l e n i u m T o t a l 0. 8 5 1 0 50 2 0 N E 20 J 1 . 7 7 J 1 . 3 5 < 1 0 J 0 . 9 9 < 1 0 J 1 . 2 6 < 1 0 J 1 . 7 2 < 1 0 < 1 0 < 1 0 J 1 . 5 8 N S N S < 1 0 J 8.26 Sil v e r T o t a l 0. 2 2 1 0 NE 2 0 N E 20 B 2 . 7 1 B 2 . 3 4 B 3 . 2 2 B 2 . 0 2 B 4 . 3 5 B 3. 3 6 B 3 . 7 1 B 3 . 6 5 B 4 . 0 8 B 2 . 6 6 B 3 .23 B 2 . 7 2 N S N S B 1 . 4 7 B 1 . 9 Th a l l i u m T o t a l 0. 0 6 5 . 5 2N E 0 . 2 8 5. 5 * * <5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 N S N S < 5 . 5 < 5 . 5 Ti n T o t a l 1 1 0 0 NE N E 2 , 0 0 0 2, 0 0 0 <1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 N S N S < 1 0 0 < 1 0 0 Va n a d i u m T o t a l 1. 5 7 2 5 NE N E 0 . 3 19 * * J 4 . 1 J 3 . 5 8 J 4 . 4 7 J 3 . 5 3 J 1 . 7 3 J 2 .0 2 J 4 . 7 4 J 7 . 6 5 J 5 . 5 3 J 4 . 2 8 J 4 . 89 J 3 . 9 7 N S N S < 2 5 < 2 5 Zin c T o t a l 1. 3 1 0 NE 1 , 0 0 0 N E 1, 0 0 0 J B 5 . 1 1 B 1 2 J B 1 . 7 4 J B 1 . 5 J B 3 . 3 9 J B 3 . 6 6 J B 1 . 8 6 J B 5 . 8 6 J B 3.9 J B 5 . 0 7 J B 2 . 3 J B 2 . 2 5 N S N S B 4 4 . 2 J B 1 . 8 1 Fie l d D i s s o l v e d O x y g e n ( u g / L ) n / a n / a n / a N E N E N E 21 4 0 3 3 5 0 3 2 4 0 2 3 4 0 2 3 5 0 3 0 9 0 2 5 7 0 2 7 2 0 2 7 1 0 1 9 4 0 1 4 9 0 1 0 7 0 N S N S 2 2 3 0 1 6 3 0 Fi e l d p H ( S U ) n / a n / a n / a N E N E N E 6. 4 1 6 . 2 8 6 . 0 7 6 . 3 9 6 . 7 9 7 . 6 9 6 . 5 5 6 . 29 6 . 6 2 6 . 6 8 7 . 0 0 6 . 8 5 N S N S 5 . 6 5 6 . 2 6 Fi e l d S p e c i f i c C o n d u c t a n c e ( u m h o s / c m ) n / a n / a n / a N E N E N E 11 8 0 6 8 3 6 9 6 5 8 8 1 5 9 2 7 1 4 8 7 4 9 1 4 0 3 6 2 4 5 5 3 7 5 2 N S N S 1 7 3 0 1 6 2 0 Fie l d T e m p e r a t u r e ( ° C ) n / a n / a n / a N E N E N E 19 . 1 1 7 . 4 1 9 . 4 1 7 . 5 1 7 . 4 1 8 . 5 2 0 . 7 1 8 19.6 1 8 . 1 1 9 . 4 2 0 . 3 N S N S 2 1 . 1 1 8 . 4 Fie l d T u r b i d i t y ( N T U ) n / a n / a n / a N E N E N E 3. 7 6 1 . 2 2 3 . 0 3 2 . 2 5 2 . 0 1 4 . 0 8 1 . 4 2 5 . 14 0 . 9 4 0 . 9 3 1 . 6 3 2 . 4 2 N S N S 0 . 8 7 0 . 9 5 Co n s t i t u e n t (u g /L ) MD L S W S L MC L N C 2 L S t d N C G W P S F i n a l G W P S MW - 1 9 A M W - 2 0 A R M W - 2 0 B M W - 2 1 M W - 2 2 M W - 2 2 A M W - 2 4 M W - 2 5 M W - 2 6 M W - 2 7 M W - 2 8 M W - 29R M W - 3 0 R M W - 3 1 MW-32R MW-33 M W - 3 4 An t i m o n y T o t a l 0. 2 5 6 6N E 1 6* * <6 < 6 < 6 < 6 < 6 < 6 N S < 6 < 6 < 6 < 6 < 6 < 6 J 0 . 9 9 J 0 . 3 8 J 0 . 3 5 < 6 Ar s e n i c T o t a l 0. 7 5 1 0 10 1 0 N E 10 <1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 N S < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 Ba r i u m T o t a l 0. 3 1 0 0 2, 0 0 0 7 0 0 N E 70 0 33 2 2 5 4 8 2 5 J 6 6 . 6 1 2 8 J 3 8 . 3 N S 1 0 4 1 6 6 J 6 5 . 5 J 4 9 . 5 J 3 1 . 8 1 1 3 J 5 2 . 6 J 9 5 .3 J 6 1 . 4 1 8 3 Be r y l l i u m T o t a l 0. 0 9 1 4N E 4 4 <1 < 1 < 1 < 1 < 1 < 1 N S < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 Ca d m i u m T o t a l 0. 1 1 52 N E 2 <1 J 0 . 1 2 1 . 6 4 < 1 < 1 J 0 . 2 4 N S J 0 . 1 3 < 1 < 1 < 1 < 1 < 1 < 1 < 1 J 0 . 1 3 < 1 Ch r o m i u m T o t a l 0. 4 3 1 0 10 0 1 0 N E 98 * * J 3 . 1 3 J 1 . 9 8 J 0 . 7 7 2 1 . 4 < 1 0 J 0 . 4 4 N S J 0.77 J 9 . 8 1 J 5 . 8 6 J 7 . 5 9 J 5 . 3 9 144 J 4 . 0 5 J 1 . 3 5 J 1 . 9 4 J 3 . 9 Co b a l t T o t a l 0. 2 9 1 0 NE N E 1 15 * * 10 . 5 J 1 . 3 3 J 5 . 7 4 2 1 . 1 J 3 . 3 3 J 8 . 8 8 N S J 6 . 0 1 J 3 . 5 J 4 . 1 4 J 0 . 5 3 J 0 . 6 J 2.23 J 1 . 5 3 1 7 . 8 J 0 . 5 5 J 3 . 2 7 Co p p e r T o t a l 0. 4 1 1 0 1, 3 0 0 1 , 0 0 0 N E 1, 0 0 0 J 2 . 5 2 J 1 . 7 6 J 3 . 2 3 1 . 6 J 3 . 6 1 J 9 . 8 1 N S J 0 . 9 1 J 2 . 3 1 J 7 . 3 1 J 0 . 8 9 J 3 . 9 2 4 . 8 J 2 . 6 9 J 5 . 2 3 1 1 . 4 J 3 . 3 1 Le a d T o t a l 0. 0 8 1 0 15 1 5 N E 15 <1 0 < 1 0 J 0 . 1 7 J 0 . 4 6 < 1 0 < 1 0 N S < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 J 0 . 2 2 J 0 . 3 4 J 4 . 7 5 J 0 . 16 J 0 . 5 7 Me r c u r y T o t a l 0. 0 7 0 . 2 21 N E 1 <0 . 2 < 0 . 2 < 0 . 2 J 0 . 0 7 6 < 0 . 2 < 0 . 2 N S J 0 . 0 7 2 J 0 . 1 8 3 < 0 . 2 < 0 . 2 < 0 . 2 < 0 . 2 < 0 . 2 <0.2 J 0 . 1 3 6 < 0 . 2 Ni c k e l T o t a l 0. 4 8 5 0 NE 1 0 0 N E 10 0 50 . 4 J 2 6 J 4 3 . 5 J 3 3 . 2 J 1 7 . 5 8 4 . 6 N S J 20.8 J 1 9 . 6 J 1 2 . 6 J 1 2 . 5 J 3 . 1 6 J 36.2 J 2 . 8 2 J 4 2 . 7 J 2 . 9 8 J 6 . 1 4 Se l e n i u m T o t a l 0. 8 5 1 0 50 2 0 N E 20 J 6 . 6 5 J 1 . 5 6 J 4 . 6 7 J 2 . 6 1 J 3 . 3 3 J 5 . 7 1 N S J 2 . 7 2 J 3 . 0 7 < 1 0 < 1 0 J 1 . 0 1 < 10 J 1 . 1 2 < 1 0 < 1 0 < 1 0 Sil v e r T o t a l 0. 2 2 1 0 NE 2 0 N E 20 B 2 . 1 3 B 1 . 3 8 B 2 . 1 5 B 4 . 3 6 B 2 . 5 4 B 2. 0 6 N S B 2 . 2 3 B 1 . 4 7 B 1 . 4 2 B 4 . 3 1 B 4.37 B 4 . 4 1 B 4 . 3 7 B 1 . 8 6 B 1 . 6 9 B 1 . 7 6 Th a l l i u m T o t a l 0. 0 6 5 . 5 2N E 0 . 2 8 5. 5 * * <5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 N S < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 < 5 . 5 J 0 . 1 5 < 5 . 5 < 5 . 5<5.5 Ti n T o t a l 1 1 0 0 NE N E 2 , 1 0 0 2, 0 0 0 <1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 N S < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 100 Va n a d i u m T o t a l 1. 5 7 2 5 NE N E 0 . 3 19 * * <2 5 < 2 5 < 2 5 J 1 . 7 5 < 2 5 < 2 5 N S < 2 5 J 2 . 6 2 < 2 5 < 2 5 < 2 5 J 5 . 2 8 J 7 . 6 5 J 5 . 1 4 < 2 5 J 2.48 Zin c T o t a l 1. 3 1 0 NE 1 , 0 0 0 N E 1, 0 0 0 B 1 1 9 B 1 4 . 5 B 4 1 . 8 B 4 2 . 4 < 1 0 J B 6 . 1 8 NS J B 3 . 1 8 J B 2 . 1 5 J B 1 . 4 8 J B 1.46 J B 4 . 1 3 B 2 5 B 1 6 . 2 J B 6 . 0 1 J B 7 . 9 2 B 1 2 . 7 Fie l d D i s s o l v e d O x y g e n ( u g / L ) n / a n / a n / a N E N E N E 70 0 3 0 4 0 1 4 3 0 3 0 9 0 2 8 8 0 1 3 2 0 N S 1 1 4 0 6 8 0 3 1 8 0 1 0 8 0 8 4 0 1 4 6 0 3 9 5 0 2 8 3 0 4 8 0 0 3 0 2 0 Fi e l d p H ( S U ) n / a n / a n / a N E N E N E 6. 6 8 6 . 5 0 6 . 2 3 6 . 3 1 6 . 9 3 6 . 3 8 N S 6 . 1 2 6 . 82 6 . 8 0 7 . 0 2 6 . 8 8 6 . 2 2 6 . 2 4 6 . 1 9 5 . 6 4 5 .68 Fi e l d S p e c i f i c C o n d u c t a n c e ( u m h o s / c m ) n / a n / a n / a N E N E N E 15 2 0 7 4 6 1 1 9 0 6 9 4 1 3 8 0 1 5 7 0 N S 1 4 2 0 1 0 2 0 3 5 6 4 0 3 3 0 2 2 7 0 1 6 2 4 7 0 2 1 8 3 7 7 Fi e l d T e m p e r a t u r e ( ° C ) n / a n / a n / a N E N E N E 18 . 8 1 8 . 4 1 9 1 8 . 5 2 1 . 1 2 0 . 7 N S 2 3 . 6 1 9 . 5 2 0 . 8 1 8 . 8 1 9 1 6 . 9 1 8 . 3 1 9 1 9 . 7 1 8 . 3 Fie l d T u r b i d i t y ( N T U ) n / a n / a n / a N E N E N E 1. 1 2 1 . 1 9 1 . 2 5 5 . 5 2 . 7 9 2 . 5 N S 1 . 3 4 3 . 1 7 5.16 2 . 6 2 4 . 5 7 6 . 3 7 . 9 3 . 4 2 1 . 0 5 4 . 3 B: D e n o t e s p a r a m e t e r a l s o d e t e c t e d i n t h e a s s o c i a t ed f i e l d b l a n k , t r i p b l a n k , o r l a b o r a t o r y m e t h o d b l a n k . J: D e n o t e s S a m p l e r e s u l t a b o v e t h e M D L b u t b e l o w t h e S o l i d W a s t e S e c t i o n L i m i t ( S W S L ) ; e s t i m a t e d v a l u e ; v a l u e m a y n o t b e a c c u r a te . Fin a l G W P S i s t h e l o w e s t o f t h e M C L , N C 2 L S t a n d a r d , a n d N C G W PS v a l u e s . N C 2 L a n d N C G W P S v a l u e s t a k e n f r o m N C D E N R w e b s i t e u p da t e d J u n e 1 3 , 2 0 1 1 ( h t t p : / / p o r t a l . n c d e n r . o rg / w e b / w m / s w / e n v m o n i t o r i n g l i s t ) . ** : D e n o t e s b a c k g r o u n d l i m i t u s e d i f h i g h e r t h a n N C 2 L S t a n d a r d a n d N C G W P S . De n o t e s a c o n c e n t r a t i o n a t o r a b o v e a n SW S L i s a l s o a b o v e t h e F i n a l G W P S : NS : W e l l s M W - 1 7 , M W - 1 7 A , a n d M W - 2 4 a r e s a m p l e d a n n u a l l y d u r i n g t h e f i r s t s e m i - a n n u a l e v e n t s e a c h y e a r . TA B L E 3 A CO M P A R I S O N S T O G W P S s ( I N O R G A N I C S ) CH A R L O T T E M O T O R S P E E D W A Y , L A N D F I L L V SE C O N D S E M I - A N N U A L 2 0 1 5 E V E N T Co n s t i t u e n t ( u g / L ) M D L S W S L M C L N C 2 L S t d N C G W P S F i n a l G W P S MW - 1 A MW - 1 B M W - 2 A MW - 2 B M W - 1 0 M W - 1 0 A MW - 1 1 M W - 1 2 M W - 1 4 M W - 1 4 B M W - 1 5 M W - 1 6 M W - 1 7 M W - 1 7 A MW-18 A MW-19 1, 1 - D i c h l o r o e t h a n e 0. 3 5 NE 6 N E 6 <5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 N S N S < 5 J 0 . 4 1, 2 - D i c h l o r o b e n z e n e 0. 2 5 60 0 2 0 0 N E 20 0 <5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 N S N S < 5 < 5 1, 2 - D i c h l o r o e t h a n e 0. 3 1 50 . 4 N E 1* * <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 1, 4 - D i c h l o r o b e n z e n e 0. 4 1 75 6 N E 6 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S 1 . 9 4 . 2 Ac e t o n e 3. 1 1 0 0 NE 6 , 0 0 0 N E 6, 0 0 0 <1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 100 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 N S N S < 1 0 0 < 1 0 0 Be n z e n e 0. 2 1 51 N E 1 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S 1 . 6 1 . 4 Ch l o r o b e n z e n e 0. 5 3 10 0 5 0 N E 50 <3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 N S N S J 0 . 8 J 2 Ch l o r o e t h a n e 0. 6 1 0 NE 3 0 0 0 N E 3, 0 0 0 <1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 N S N S < 1 0 < 1 0 ci s - 1 , 2 - D i c h l o r o e t h e n e 0. 3 5 70 7 0 N E 70 <5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 N S N S < 5 < 5 Me t h y l e n e C h l o r i d e 0. 6 1 55 N E 5 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 Te t r a c h l o r o e t h e n e 0. 4 1 50 . 7 N E 1* * <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 tr a n s - 1 , 2 - D i c h l o r o e t h e n e 0. 4 5 10 0 1 0 0 N E 10 0 <5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 N S N S < 5 < 5 Tr i c h l o r o e t h e n e 0. 4 1 53 N E 3 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 Tr i c h l o r o f l u o r o m e t h a n e 0. 3 1 NE 2 , 0 0 0 N E 2, 0 0 0 <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 Vi n y l C h l o r i d e 0. 4 1 20 . 0 3 N E 1* * <1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 N S N S < 1 < 1 Xy l e n e s , T o t a l 0. 6 4 10 , 0 0 0 5 0 0 N E 50 0 <4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 N S N S < 4 < 4 Co n s t i t u e n t ( u g / L ) M D L S W S L M C L N C 2 L S t d N C G W P S F i n a l G W P S MW - 1 9 A MW - 2 0 A R M W - 2 0 B M W - 2 1 M W - 2 2 M W - 2 2 A MW - 2 4 M W - 2 5 M W - 2 6 M W - 2 7 M W - 2 8 M W - 2 9 R M W - 3 0 R M W - 3 1 M W - 3 2 R M W - 3 3 M W - 3 4 1, 1 - D i c h l o r o e t h a n e 0. 3 5 NE 6 N E 6 <5 J 0 . 9 J 3 . 2 < 5 < 5 < 5 N S J 0 . 8 J 0 . 5 < 5 < 5 < 5 < 5 < 5 < 5 J 0 . 3 J 1 . 1 1, 2 - D i c h l o r o b e n z e n e 0. 2 5 60 0 2 0 0 N E 20 0 <5 < 5 < 5 < 5 < 5 < 5 N S J 0 . 3 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 1, 2 - D i c h l o r o e t h a n e 0. 3 1 50 . 4 N E 1* * <1 < 1 < 1 < 1 < 1 < 1 N S J 0 . 4 1 . 3 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 1, 4 - D i c h l o r o b e n z e n e 0. 4 1 75 6 N E 6 3. 5 < 1 2 < 1 < 1 < 1 N S 1 8 J 0 . 6 < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 Ac e t o n e 3. 1 1 0 0 NE 6 , 0 0 0 N E 6, 0 0 0 <1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 N S < 1 0 0 < 100 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 1 0 0 < 100 Be n z e n e 0. 2 1 51 N E 1 1. 2 < 1 J 0 . 3 < 1 < 1 < 1 N S J 0 . 3 J 0 . 5 < 1 < 1 < 1 < 1 < 1 J 0 . 7 J 0 . 2 5 . 4 Ch l o r o b e n z e n e 0. 5 3 10 0 5 0 N E 50 J 1 . 6 < 3 J 0 . 8 < 3 < 3 < 3 N S 4 . 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 < 3 Ch l o r o e t h a n e 0. 6 1 0 NE 3 0 0 0 N E 3, 0 0 0 <1 0 < 1 0 J 0 . 6 < 1 0 < 1 0 < 1 0 N S < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 < 1 0 ci s - 1 , 2 - D i c h l o r o e t h e n e 0. 3 5 70 7 0 N E 70 <5 < 5 < 5 < 5 < 5 < 5 N S < 5 J 2 . 9 < 5 < 5 < 5 < 5 < 5 J 0 . 6 < 5 5 . 4 Me t h y l e n e C h l o r i d e 0. 6 1 55 N E 5 <1 < 1 < 1 < 1 < 1 < 1 N S < 1 J 0 . 8 < 1 < 1 < 1 < 1 < 1 < 1 < 1 J 0 . 9 Te t r a c h l o r o e t h e n e 0. 4 1 50 . 7 N E 1* * <1 < 1 < 1 < 1 < 1 < 1 N S < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 1 . 1 J 0 . 8 tr a n s - 1 , 2 - D i c h l o r o e t h e n e 0. 4 5 10 0 1 0 0 N E 10 0 <5 < 5 < 5 < 5 < 5 < 5 N S < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 < 5 J 0 . 7 Tr i c h l o r o e t h e n e 0. 4 1 53 N E 3 <1 < 1 < 1 < 1 < 1 < 1 N S < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 J 0 . 5 J 1 Tr i c h l o r o f l u o r o m e t h a n e 0. 3 1 NE 2 , 0 0 0 N E 2, 0 0 0 <1 < 1 < 1 < 1 < 1 < 1 N S < 1 < 1 < 1 < 1 < 1 < 1 < 1 < 1 J 0 . 5 < 1 Vi n y l C h l o r i d e 0. 4 1 20 . 0 3 N E 1* * <1 < 1 < 1 < 1 < 1 < 1 N S J 0 . 8 J 0 . 8 < 1 < 1 < 1 < 1 < 1 2 . 3 1 2 . 3 Xy l e n e s , T o t a l 0. 6 4 10 , 0 0 0 5 0 0 N E 50 0 <4 < 4 < 4 < 4 < 4 < 4 N S < 4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 < 4 J 0 . 7 J: D e n o t e s S a m p l e r e s u l t a b o v e t h e M D L b u t b e l o w t h e S o l i d W a s t e S e c t i o n L i m i t ( S W S L ) ; e s t i m a t e d v a l u e ; v a l u e m a y n o t b e a c c u r a te . Fi n a l G W P S i s t h e l o w e s t o f t h e M C L , N C 2 L S t a n d a r d , a n d N C G W P S v a l u e s . N C 2 L a n d N C G W P S v a l u e s t a k e n f r o m N C D E N R w e b s i t e u p da t e d J u n e 1 3 , 2 0 1 1 ( h t t p : / / p o r ta l . n c d e n r . o r g / w e b / w m / s w / e n v m o n i t o r i n g l i s t ) . ** : D e n o t e s b a c k g r o u n d l i m i t u s e d i f h i g h e r t h a n N C 2 L S t a n d a r d a n d N C G W P S . On l y t h e V O C s r e p o r t e d a b o v e a n M D L a r e s u m m a r i z e d o n t h e t a b l e . De n o t e s a c o n c e n t r a t i o n a t o r a b o v e a n S W S L i s a l s o a b o v e t h e F i n a l G W P S : NS : W e l l s M W - 1 7 , M W - 1 7 A , a n d M W - 2 4 a r e s a m p l e d a n n u a l l y d u r i n g t h e f i r s t s e m i - a n n u a l e v e n t s e a c h y e a r . TA B L E 3 B CO M P A R I S O N S T O G W P S s ( O R G A N I C S ) CH A R L O T T E M O T O R S P E E D W A Y , L A N D F I L L V SE C O N D S E M I - A N N U A L 2 0 1 5 E V E N T Constituent Units NC 2B Standard MDL SWSL SW-1 SW-2 Antimony Total ug/L NE 0.25 6 <6 <6 Arsenic Total ug/L 10 0.75 10 <10 <10 Barium Total ug/L 1,000 0.3 100 J 40.3 J 91.2 Beryllium Total ug/L 6.5 0.09 1 <1 <1 Cadmium Total ug/L 2 0.1 1 <1 <1 Chromium Total ug/L 20 0.43 10 <10 J 1.53 Cobalt Total ug/L NE 0.29 10 J 0.84 10.9 Copper Total ug/L 3 0.41 10 J 2.28 J 3.39 Lead Total ug/L 25 0.08 10 J 0.22 J 0.68 Nickel Total ug/L 8.3 0.48 50 J 0.85 J 4.17 Selenium Total ug/L 5 0.85 10 <10 <10 Silver Total ug/L 0.06 0.22 10 B 1.97 B 3.11 Thallium Total ug/L NE 0.06 5.5 <5.5 <5.5 Vanadium Total ug/L NE 1.57 25 J 1.9 J 8.76 Zinc Total ug/L 50 1.3 10 J B 5.11 B 17.3 Field Dissolved Oxygen ug/L NE n/a n/a 3480 2250 Field pH SU NE n/a n/a 7.25 7.08 Field Specific Conductance umhos/cm NE n/a n/a 328 572 Field Temperature °C NE n/a n/a 11.1 11.2 Field Turbidity NTU NE n/a n/a 2.61 1.09 B: Denotes parameter also detected in the associated field blank, trip blank, or laboratory method blank. J: Denotes Sample result above the MDL but below the Solid Waste Section Limit (SWSL); estimated value; estimated value; value may not be accurate. No VOCs detected above an SWSL, therefore not included on this table. For NC 2B Standard, lowest value utilized from the classifications from the 2B Table published May 15, 2013. TABLE 4 SURFACE WATER DATA COMPARED TO NC 2B STANDARDS CHARLOTTE MOTOR SPEEDWAY, LANDFILL V SECOND SEMI-ANNUAL 2015 EVENT Well Parameter (Total Metals) National Primary Drinking Water Standard-MCL (ug/L) 15A NCAC 2L Water Quality Standard (ug/L) Results (ug/L) MDL (ug/L) SWSL (ug/L) Prediction Limit (ug/L) MW-18A Cobalt NE *1 30.6 0.29 10 15 MW-19 Nickel NE 100 106 0.48 50 43 MW-20B Barium 2,000 700 825 0.3 100 380 MW-21 Cobalt NE *1 21.1 0.29 10 15 MW-30R Chromium 100 10 144 0.43 10 98 MW-32R Cobalt NE *1 17.8 0.29 10 15 * Denotes an MCL not established and a NCAC 2L standard not established, therefore the NCDENR Groundwater Protection Standard taken from NCDENR website updated June 13, 2011 (http://portal.ncdenr.org/web/wm/sw/envmonitoringlist). TABLE 5 INTER-WELL PREDICTION LIMIT EXCEEDANCES SECOND SEMI-ANNUAL 2015 EVENT CHARLOTTE MOTOR SPEEDWAY, LANDFILL V Constituent (ug/L)MDL SWSL MCL NC 2L Std NC GWPS Final GWPS MW-18AR MW-18R MW-19AR MW-19R Antimony Total 0.25 6 6NE 1 6**NS NS J 0.37 J 0.27 Arsenic Total 0.75 10 10 10 NE 10 NS NS J 3.3 J 3.08 Barium Total 0.3 100 2,000 700 NE 700 NS NS 300 923 Beryllium Total 0.09 1 4NE 4 4 NS NS J 0.22 <1 Cadmium Total 0.1 1 52 NE 2 NS NS J 0.91 J 0.79 Chromium Total 0.43 10 100 10 NE 98**NS NS 21.9 <10 Cobalt Total 0.29 10 NE NE 1 15**NS NS 17.5 17.9 Copper Total 0.41 10 1,300 1,000 NE 1,000 NS NS 11.5 J 9.88 Lead Total 0.08 10 15 15 NE 15 NS NS J 1.66 <10 Mercury Total 0.07 0.2 21 NE 1 NS NS <0.2 <0.2 Nickel Total 0.48 50 NE 100 NE 100 NS NS 53.8 J 38.9 Selenium Total 0.85 10 50 20 NE 20 NS NS J 6.9 J 1.72 Silver Total 0.22 10 NE 20 NE 20 NS NS B 4.14 B 2.08 Thallium Total 0.06 5.5 2NE 0.28 5.5**NS NS <5.5 <5.5 Tin Total 1 100 NE NE 2,100 2,000 NS NS J 1.7 J 1.7 Vanadium Total 1.57 25 NE NE 0.3 19**NS NS J 6.22 <25 Zinc Total 1.3 10 NE 1,000 NE 1,000 NS NS B 31 B 14.6 Field Dissolved Oxygen (ug/L ) n/a n/a n/a NE NE NE NS NS 1660 1710 Field pH (SU) n/a n/a n/a NE NE NE NS NS 6.73 6.41 Field Specific Conductance (umhos/cm) n/a n/a n/a NE NE NE NS NS 2900 2640 Field Temperature (°C) n/a n/a n/a NE NE NE NS NS 18.3 17.7 Field Turbidity (NTU) n/a n/a n/a NE NE NE NS NS 8.92 1.27 Constituent (ug/L) MDL SWSL MCL NC 2L Std NC GWPS Final GWPS MW-18AR MW-18R MW-19AR MW-19R 1,1-Dichloroethane 0.3 5 NE 6 NE 6 NS NS <5 <5 1,2-Dichlorobenzene 0.2 5 600 200 NE 200 NS NS <5 <5 1,2-Dichloroethane 0.3 1 50.4 NE 1**NS NS <1 <1 1,4-Dichlorobenzene 0.4 1 75 6 NE 6 NS NS 6.2 7.6 Acetone 3.1 100 NE 6,000 NE 6,000 NS NS J 4.6 <100 Benzene 0.2 1 51 NE 1 NS NS 1.7 2.1 Chlorobenzene 0.5 3 100 50 NE 50 NS NS J 2.4 J 2.7 Chloroethane 0.6 10 NE 3000 NE 3,000 NS NS <10 <10 cis-1,2-Dichloroethene 0.3 5 70 70 NE 70 NS NS <5 <5 Methylene Chloride 0.6 1 55 NE 5 NS NS <1 <1 Tetrachloroethene 0.4 1 50.7 NE 1**NS NS <1 <1 trans-1,2-Dichloroethene 0.4 5 100 100 NE 100 NS NS <5 <5 Trichloroethene 0.4 1 53 NE 3 NS NS <1 <1 Trichlorofluoromethane 0.3 1 NE 2,000 NE 2,000 NS NS <1 <1 Vinyl Chloride 0.4 1 20.03 NE 1**NS NS <1 <1 Xylenes, Total 0.6 4 10,000 500 NE 500 NS NS <4 <4 J: Denotes Sample result above the MDL but below the Solid Waste Section Limit (SWSL); estimated value; value may not be accurate. Final GWPS is the lowest of the MCL, NC 2L Standard, and NC GWPS values. NC 2L and NC GWPS values taken from NCDENR website updated June 13, 2011 (http://portal.ncdenr.org/web/wm/sw/envmonitoringlist). **: Denotes background limit used if higher than NC 2L Standard and NC GWPS. NS: Wells MW-18R and MW-18AR are sampled annually during the first semi-annual events each year. Denotes a concentration at or above an SWSL is also above the Final GWPS: TABLE 6 WATER QUALITY ASSESSMENT WELL DATA COMPARED TO GWPSs CHARLOTTE MOTOR SPEEDWAY, LANDFILL V SECOND SEMI-ANNUAL 2015 EVENT APPENDICES APPENDIX A POTENTIOMETRIC SURFACE MAP Well Top of PVC Casing Elevation (fmsl)1 Depth to Water (ft)2 Groundwater Elevation (fmsl) MW-1A 579.45 6.52 572.93 MW-2A 579.92 8.45 571.47 MW-10 578.10 22.17 555.93 MW-11 638.82 12.38 626.44 MW-12 596.69 13.42 583.27 MW-14 629.56 9.83 619.73 MW-15 620.60 8.94 611.66 MW-16 606.53 16.09 590.44 MW-17 569.88 12.26 557.62 MW-18A 581.81 14.62 567.19 MW-18R 580.02 18.65 561.37 MW-19 588.58 26.33 562.25 MW-19R 582.53 22.21 560.32 MW-20AR 585.28 11.10 574.18 MW-21 581.99 13.50 568.49 MW-22 586.21 2.75 583.46 MW-24 576.00 17.60 558.40 MW-25 589.07 6.56 582.51 MW-26 594.86 16.89 577.97 MW-27 581.32 9.10 572.22 MW-28 574.45 12.95 561.50 MW-29R 565.61 6.95 558.66 MW-30R 587.84 29.66 558.18 MW-31 592.26 25.19 567.07 MW-32R 587.80 22.31 565.49 MW-33 575.70 28.20 547.50 MW-34 577.71 29.55 548.16 MW-1B 580.74 10.00 570.74 MW-2B 579.92 8.67 571.25 MW-10A 578.67 22.70 555.97 MW-14B 629.82 10.21 619.61 MW-17A 570.12 12.22 557.90 MW-18AR 579.93 22.79 557.14 MW-19A 588.07 26.76 561.31 MW-19AR 582.83 23.60 559.23 MW-20B 583.57 7.45 576.12 MW-22A 586.13 4.29 581.84 Note 1: Top of PVC Casing Elevations from the December 1, 2000 Correspondence from S&ME, Inc. to the site regarding the October 2000 groundwater flow data. Top of PVC Casing Elevations for wells MW-16, MW-26 through MW-34 from survey information provided by Earnhardt Grading in correspondence dated June 19, 2008. Top of PVC Casing Elevations for wells MW-18R, MW-18AR, MW-19R, MW-19AR, MW-29R, MW-30R, and MW-32R from survey information provided by David Garrett & Associates in correspondence dated December 6, 2010. Note 2: Depth to water collected by Analytical Services, Inc. on October 19, 2015. Groundwater Elevation Summary Table Charlotte Motor Speedway, Landfill V Shallow Wells Deep Wells Groundwater Flow Velocity Calculations Charlotte Motor Speedway, Landfill V Second Semi-Annual 2015 Event Velocity Range For wells in Saprolite V = [(k)(i)]/(n) V = [(1 x 10-3 cm/sec)(0.021)]/0.16 V = 1.3 x 10-4 cm/sec V = 0.37 ft/day V = 135 ft/year For wells in PWR V = [(k)(i)]/(n) V = [(2 x 10-4 cm/sec)(0.021)]/0.20 V = 2.1 x 10-5 cm/sec V = 0.060 ft/day V = 22 ft/year For wells in Bedrock V = [(k)(i)]/(n) V = [(7 x 10-5 cm/sec)(0.021)]/0.07 V = 2.1 x 10-5 cm/sec V = 0.060 ft/day V = 22 ft/year Hydraulic conductivities (k) are from the geometric mean of the hydraulic conductivity for each unit monitored at the site. Hydraulic conductivities provided in “Groundwater Certification Document, CMS Landfill V” by S&ME, Inc. dated October 4, 1994. Effective porosities (n) are from the geometric mean of the effective porosities for each unit monitored at the site. Effective porosities provided in “Groundwater Certification Document, CMS Landfill V” by S&ME, Inc. dated October 4, 1994. Conversion factor: ft/day = 2,835 x cm/sec. Gradient (i) is from the average gradient at site using the potentiometric surface map across the northern portion of the site and the southern portion of the site. Gradient (i) = Change in Groundwater Elevation along Flow Path inorth: = 50 ft / 2,235 ft = 0.022 isouth: = 50 ft / 2,627 ft = 0.019 Average gradient across the site is (0.022 + 0.019) / 2 = 0.021 Gr o u n d Su r f a c e Ele v a t i o n To p o f Ca s i n g Ele v a t i o n Ca s i n g St i c k u p To t a l De p t h Ele v a t i o n of B o t t o m of B o r i n g De p t h t o Pa r t i a l l y We a t h e r e d Ro c k El e v a t i o n o f Pa r t i a l l y We a t h e r e d Ro c k De p t h t o Ro c k Ele v a t i o n of Ro c k De p t h t o To p o f Sc r e e n To p o f Sc r e e n Ele v a t i o n De p t h t o Bo t t o m o f Sc r e e n Bo t t o m o f Sc r e e n El e v a t i o n Sc r e e n Th i c k n e s s (f t . m s l ) ( f t . m s l ) ( f t . ) ( f t . b g s ) ( f t . m s l ) ( f t . b g s ) ( f t . m s l ) ( f t . b g s ) ( f t . m s l ) ( f t . b g s ) ( f t . m s l ) ( f t . b g s ) ( f t . m s l ) ( f t . ) 1 M W - 1 A 5 8 9 0 1 2 . 5 4 8 1 5 0 2 6 0 4 . 5 6 6 5 7 6 . 4 5 5 7 9 . 4 5 3 1 7 5 5 9 . 4 5 N A N A N A N A 6 . 5 5 6 9 . 95 1 6 . 5 5 5 9 . 9 5 1 0 " G n e i s s " S o i l L i k e l y D i o r i t e 1 M W - 1 B 5 8 9 0 1 2 . 5 4 8 1 5 0 2 6 0 4 . 5 6 6 5 7 8 . 2 4 5 8 0 . 7 4 2 . 5 3 2 5 4 6 . 2 4 2 4 5 5 4 . 2 4 2 9 5 4 9 .2 4 2 5 . 5 5 5 2 . 7 4 3 1 . 5 5 4 6 . 7 4 5 " G n e i s s " B e d r o c k L i k e l y D i o r i t e 1 M W - 2 A 5 8 7 9 2 5 . 9 9 7 1 5 0 2 5 4 5 . 5 8 7 5 7 7 . 6 7 5 7 9 . 9 2 2 . 2 5 1 7 5 6 0 . 6 7 N A N A N A N A 4 . 5 5 73 . 1 7 1 6 . 5 5 6 1 . 1 7 2 . 5 D i o r i t e * * * S o i l 1 M W - 2 B 5 8 7 9 1 2 . 9 0 4 1 5 0 2 5 3 4 . 0 1 6 5 7 6 . 9 2 5 7 9 . 9 2 3 3 7 5 3 9 . 9 2 2 6 5 5 0 . 9 2 3 0 5 4 6 . 9 2 2 6 5 5 0 . 9 2 3 6 5 4 0 . 9 2 1 0 D i o r i t e * * * B e d r o c k 5 M W - 1 0 5 8 7 2 6 2 . 8 5 7 1 5 0 1 6 9 3 . 4 9 3 5 7 5 . 9 0 5 7 8 . 1 0 2 . 2 2 5 5 5 0 . 9 0 N A N A N A N A 9 . 5 5 6 6.4 0 2 4 . 5 5 5 1 . 4 0 1 5 D i o r i t e * * * S o i l 5 M W - 1 0 A * 5 8 7 2 6 2 . 8 5 7 1 5 0 1 6 9 3 . 4 9 3 5 7 6 . 1 7 5 7 8 . 6 7 2 . 5 4 3 5 3 3 . 1 7 N A N A 3 2 . 5 5 4 3 .6 7 3 2 . 5 5 4 3 . 6 7 4 2 . 5 5 3 3 . 6 7 1 0 D i o r i t e * * * B e d r o c k 1 M W - 1 1 5 8 8 9 7 7 . 3 3 1 1 5 0 4 5 4 1 . 5 0 2 6 3 6 . 6 2 6 3 8 . 8 2 2 . 2 2 2 6 1 4 . 6 2 N A N A N A N A 6 . 5 6 3 0.1 2 2 1 . 5 6 1 5 . 1 2 1 5 D i o r i t e * * * S o i l 1 M W - 1 2 5 8 9 6 5 2 . 1 7 5 1 5 0 2 9 7 9 . 7 4 9 5 9 4 . 4 9 5 9 6 . 6 9 2 . 2 2 6 5 6 8 . 4 9 N A N A N A N A 1 0 5 8 4 .4 9 2 5 5 6 9 . 4 9 1 5 D i o r i t e * * * S o i l 1 M W - 1 4 5 8 7 8 9 9 . 5 4 9 1 5 0 4 9 8 0 . 8 5 9 6 2 7 . 5 4 6 2 9 . 5 6 2 . 0 2 1 5 6 1 2 . 5 4 1 6 2 6 . 5 4 1 2 . 8 6 14 . 7 4 5 6 2 2 . 5 4 1 5 6 1 2 . 5 4 1 0 D i o r i t e * * * P W R 1 M W - 1 4 B 5 8 7 8 5 0 . 0 1 1 1 5 0 5 0 6 4 . 7 5 3 6 2 7 . 5 6 6 2 9 . 8 2 2 . 2 6 5 0 5 7 7 . 5 6 1 6 2 6 . 5 6 1 2 . 8 61 4 . 7 6 4 0 5 8 7 . 5 6 5 0 5 7 7 . 5 6 1 0 D i o r i t e * * * B e d r o c k 1 M W - 1 5 * 5 8 6 8 7 1 . 0 3 6 6 1 5 0 5 4 1 5 . 3 0 1 6 1 8 . 1 0 6 2 0 . 6 0 2 . 5 9 . 5 6 0 8 . 6 0 N A N A 9 . 5 6 0 8 .6 0 4 6 1 4 . 1 0 9 6 0 9 . 1 0 5 D i o r i t e * * * S o i l 2 M W - 1 6 * * * * 5 8 5 6 5 3 . 7 0 3 1 5 0 5 6 5 4 . 4 6 8 6 0 4 . 0 3 6 0 6 . 5 3 2 . 5 2 7 5 7 7 . 0 3 2 3 . 5 5 8 0 . 5 3 N A N A 1 2 5 9 2 . 0 3 2 7 5 7 7 . 0 3 1 5 D i o r i t e S o i l / P W R 4 M W - 1 7 * 5 8 4 7 9 2 . 5 4 1 5 0 4 2 3 0 . 8 0 2 5 6 6 . 8 8 5 6 9 . 8 8 3 2 5 5 4 1 . 8 8 N A N A 2 5 5 4 1 . 8 8 1 5 5 51 . 8 8 2 5 5 4 1 . 8 8 1 0 S y e n i t e S o i l / P W R A s s u m e d r o c k d e p t h 4 M W - 1 7 A * 5 8 4 7 9 2 . 5 4 1 5 0 4 2 3 0 . 8 0 2 5 6 7 . 1 2 5 7 0 . 1 2 3 4 0 5 2 7 . 1 2 N A N A 2 5 5 2 7 . 1 2 3 0 53 7 . 1 2 4 0 5 2 7 . 1 2 1 0 S y e n i t e B e d r o c k A s s u m e d r o c k d e p t h 1 M W - 1 8 A * 5 8 4 6 5 8 . 6 8 8 1 5 0 3 2 5 8 . 6 9 3 5 7 9 . 3 1 5 8 1 . 8 1 2 . 5 2 6 5 5 3 . 3 1 N A N A 2 6 5 5 3 . 3 1 1 1 5 6 8 . 3 1 2 6 5 5 3 . 3 1 1 5 S y e n i t e * * * P W R A s s u m e d r o c k d e p t h 1 M W - 1 9 * 5 8 5 1 5 5 . 8 4 8 1 5 0 3 1 8 6 . 0 8 7 5 8 6 . 0 8 5 8 8 . 5 8 2 . 5 5 3 5 3 3 . 0 8 N A N A 5 3 5 3 3 . 0 8 25 5 6 1 . 0 8 4 0 5 4 6 . 0 8 1 5 D i o r i t e * * * P W R A s s u m e d r o c k d e p t h 1 M W - 1 9 A * 5 8 5 1 5 5 . 8 4 8 1 5 0 3 1 8 6 . 0 8 7 5 8 6 . 1 7 5 8 8 . 0 7 1 . 9 7 1 5 1 5 . 1 7 N A N A 5 3 5 3 3 . 1 7 6 1 5 2 5 . 1 7 7 1 5 1 5 . 1 7 1 0 D i o r i t e * * * B e d r o c k A s s u m e d r o c k d e p t h 1 M W - 2 0 A R 5 8 6 0 9 2 . 7 1 7 1 5 0 3 2 1 1 . 4 8 9 5 8 2 . 7 8 5 8 5 . 2 8 2 . 5 1 9 . 7 5 6 3 . 0 8 N A N A 9 5 7 3 . 78 8 . 3 5 7 4 . 4 8 1 8 . 3 5 6 4 . 4 8 1 0 D i o r i t e * * * S o i l 1 M W - 2 0 B 5 8 6 0 9 2 . 7 1 7 1 5 0 3 2 1 1 . 4 8 9 5 8 1 . 4 3 5 8 3 . 5 7 2 . 1 4 6 0 5 2 1 . 4 3 N A N A 1 1 5 7 0 . 4 3 4 5 5 3 6 . 4 3 6 0 5 2 1 . 4 3 1 5 D i o r i t e * * * S o i l 1 M W - 2 1 5 8 6 6 7 4 . 3 7 1 1 5 0 2 8 6 8 . 5 9 1 5 7 9 . 4 3 5 8 1 . 9 9 2 . 5 6 2 0 5 5 9 . 4 3 7 5 7 2 . 4 3 2 0 5 5 9 .4 3 1 0 5 6 9 . 4 3 2 0 5 5 9 . 4 3 1 0 D i o r i t e * * * P W R 1 M W - 2 2 5 8 7 3 1 4 . 2 4 7 1 5 0 2 9 9 6 . 8 5 6 5 8 3 . 7 1 5 8 6 . 2 1 2 . 5 1 3 5 7 0 . 7 1 N A N A 1 3 5 7 0 . 7 1 2 .5 5 8 1 . 2 1 1 2 . 5 5 7 1 . 2 1 1 0 D i o r i t e S o i l 1 M W - 2 2 A c 5 8 7 3 1 4 . 2 4 7 1 5 0 2 9 9 6 . 8 5 6 5 8 3 . 5 3 5 8 6 . 1 3 2 . 6 2 6 5 5 7 . 5 3 N A N A 1 5 . 5 5 6 8.0 3 2 1 5 6 2 . 5 3 2 6 5 5 7 . 5 3 5 D i o r i t e B e d r o c k 4 M W - 2 4 * 5 8 5 3 1 0 . 9 2 7 1 5 0 4 2 3 9 . 2 3 5 5 7 4 . 5 0 5 7 6 . 0 0 1 . 5 3 0 5 4 4 . 5 0 N A N A 3 0 5 4 4 . 5 0 20 5 5 4 . 5 0 3 0 5 4 4 . 5 0 1 0 S y e n i t e S o i l / P W R A s s u m e d r o c k d e p t h 1 M W - 2 5 5 8 7 4 2 8 . 5 5 1 1 5 0 2 9 7 0 . 3 4 2 5 8 9 . 0 0 5 8 9 . 0 0 0 2 0 . 8 5 6 8 . 2 0 7 5 8 2 . 0 0 2 0 . 8 5 6 8.2 0 1 0 . 8 5 7 8 . 2 0 2 0 . 8 5 6 8 . 2 0 1 0 D i o r i t e * * * P W R 2 M W - 2 6 * * * * 5 8 5 0 7 4 . 5 9 8 1 5 0 5 9 6 0 . 3 3 5 9 2 . 3 6 5 9 4 . 8 6 2 . 5 2 0 5 7 2 . 3 6 N A N A N A N A 5 5 87 . 3 6 2 0 5 7 2 . 3 6 1 5 D i o r i t e S o i l / P W R 2 M W - 2 7 * * * * 5 8 4 6 4 6 . 7 3 1 5 0 6 0 6 0 . 4 2 2 5 7 8 . 8 2 5 8 1 . 3 2 2 . 5 1 2 . 5 5 6 6 . 3 2 N A N A N A N A 2. 5 5 7 6 . 3 2 1 2 . 5 5 6 6 . 3 2 1 0 D i o r i t e S o i l 2 M W - 2 8 * * * * 5 8 3 8 8 6 . 9 9 4 1 5 0 6 2 8 9 . 9 3 4 5 7 1 . 9 5 5 7 4 . 4 5 2 . 5 2 3 5 4 8 . 9 5 9 5 6 2 . 9 5 N A NA 8 5 6 3 . 9 5 2 0 5 5 1 . 9 5 1 2 D i o r i t e S o i l / P W R 3 M W - 2 9 R 5 8 3 1 5 3 . 3 1 5 0 6 2 7 3 . 4 5 6 3 . 2 7 5 6 5 . 6 1 2 . 3 4 2 2 . 7 5 4 0 . 5 7 1 1 5 5 2 . 2 7 N A N A 5 55 8 . 2 8 2 0 5 4 3 . 2 7 1 5 D i o r i t e S o i l / P W R A s s u m e d D i o r i t e 3 M W - 3 0 R 5 8 3 3 5 9 . 1 1 5 0 4 8 5 0 . 7 5 8 5 . 7 7 5 8 7 . 8 4 2 . 0 7 3 3 . 2 5 5 2 . 5 7 2 4 . 1 5 6 1 . 6 7 N A N A 1 8 5 6 7 . 7 7 3 3 5 5 2 . 7 7 1 5 D i o r i t e S o i l / P W R A s s u m e d D i o r i t e 2 M W - 3 1 * * * * 5 8 3 6 6 9 . 9 8 3 1 5 0 4 9 8 8 . 9 7 8 5 8 9 . 7 6 5 9 2 . 2 6 2 . 5 3 0 5 5 9 . 7 6 1 2 . 5 5 7 7 . 2 6 N A N A 1 5 5 7 4 . 7 6 3 0 5 5 9 . 7 6 1 5 D i o r i t e P W R 3 M W - 3 2 R 5 8 3 9 6 7 1 5 0 4 9 0 0 . 4 5 8 5 . 3 6 5 8 7 . 8 0 2 . 4 4 2 8 . 5 5 5 6 . 8 6 1 3 5 7 2 . 3 6 N A N A 1 3 . 5 5 7 1 . 8 6 2 8 . 5 5 5 6 . 8 6 1 5 D i o r i t e P W R A s s u m e d D i o r i t e 2 M W - 3 3 * * * * 5 8 4 2 5 4 . 8 3 2 1 5 0 4 4 6 1 . 1 9 4 5 7 3 . 2 0 5 7 5 . 7 0 2 . 5 3 0 . 5 5 4 2 . 7 0 1 9 . 5 5 5 3 .7 0 N A N A 1 5 . 5 5 5 7 . 7 0 3 0 . 5 5 4 2 . 7 0 1 5 D i o r i t e S o i l / P W R 2 M W - 3 4 * * * * 5 8 4 4 4 4 . 1 9 1 1 5 0 4 2 8 0 . 5 9 7 5 7 5 . 2 1 5 7 7 . 7 1 2 . 5 3 0 5 4 5 . 2 1 1 6 . 5 5 5 8 . 7 1 N A N A 1 5 5 6 0 . 2 1 3 0 5 4 5 . 2 1 1 5 S y e n i t e S o i l / P W R Na t u r e - E x t e n t M W - 1 8 A R 58 4 5 6 6 . 7 1 5 0 3 4 3 6 . 6 5 7 7 . 6 1 5 7 9 . 9 3 2 . 3 2 4 2 . 2 5 3 5 . 4 1 2 3 5 5 4 . 6 1 2 3 . 7 5 5 3 . 9 1 3 2 .3 5 4 5 . 3 1 4 2 . 2 5 3 5 . 4 1 1 0 D i o r i t e B e d r o c k Na t u r e - E x t e n t M W - 1 8 R 58 4 5 6 8 . 2 1 5 0 3 4 4 1 . 5 5 7 7 . 6 0 5 8 0 . 0 2 2 . 4 2 2 4 5 5 3 . 6 0 2 3 5 5 2 . 6 0 N A N A 9 5 6 8 . 6 0 2 4 5 53 . 6 0 1 5 D i o r i t e S o i l / P W R Na t u r e - E x t e n t M W - 1 9 A R 58 5 0 8 0 . 3 1 5 0 3 0 8 0 . 9 5 8 0 . 0 9 5 8 2 . 8 2 2 . 7 3 5 2 . 7 5 2 7 . 3 9 N A N A 3 6 . 4 5 4 3 . 6 9 4 1 5 3 9 . 09 5 1 5 2 9 . 0 9 1 0 D i o r i t e B e d r o c k Na t u r e - E x t e n t M W - 1 9 R 58 5 0 7 7 . 1 1 5 0 3 0 8 7 . 8 5 8 0 . 1 7 5 8 2 . 5 3 2 . 3 6 3 5 5 4 5 . 1 7 N A N A N A N A 20 5 6 0 . 1 7 3 5 5 4 5 . 1 7 1 0 D i o r i t e S o i l / P W R No t e s : ms l - m e a n s e a l e v e l bg s - b e l o w g r o u n d s u r f a c e NA - n o t a p p l i c a b l e *N o l o g s c a n b e l o c a t e d ; D e p t h s a n d s c r e e n i n t e r v a l f r o m w e l l t a g s o r t a b l e s ; l i t h o l o g y b a s e d o n f i e l d o b s e r v a t i o n s . ** S c r e e n i n t e r v a l s e s t i m a t e d b a s e d o n c o n v e n t i o n a l p r a c t i c e a t t h e t i m e o f t h e e a r l i e r i n v e s t i g a t i o n a n d n e a r b y b o r i n g r e c o r d s . ** * L i t h o l o g y a s s u m e d f r o m s o i l d e s c r i p t i o n a n d / o r f i e l d o b s e r v a t i o n * * * * G r o u n d e l e v a t i o n d e t e r m i n e d b y s u b t r a c t i n g 2 . 5 f e e t f r o m s u r v e y e d w e l l h e a d d a t a Bo r i n g n u m b e r s f o l l o w e d b y " c " w e r e c o r e d . All i n f o r m a t i o n f r o m t h i s t a b l e i s f r o m T a b l e 1 o f t h e " D e s i g n H y d r o g e o l o g i c R e p o r t , C M S L a n d f i l l V - P h a s e 3 " p r e p a r e d b y D a v i d G a r r e t t a n d A s s o c i a t e s , d a t e d M a y 2 0 0 9 a n d a p p r o v e d b y N C D E N R o n J u l y 1 5 , 2 0 0 9 , w i t h t h e e x c e p t i o n o f w e l l s M W - 2 9 R , M W - 3 0 R , M W - 3 2 R , M W - 1 8 A R , M W - 1 8 R , M W - 1 9 A R , a n d M W - 1 9 R f r o m w h i c h t h e i n f o r m a t i o n w a s d e r i v e d f r o m t h e " R e c o r d o f M o n i t o r i n g W e l l I n s t a l l a t i o n s " d a t e d J a n u a r y 1 3 , 2 0 1 1 b y D a v i d G a r r e t t & A s s o c i a t e s . WE L L C O N S T R U C T I O N S U M M A R Y SE C O N D S E M I - A N N U A L 2 0 1 5 E V E N T CH A R L O T T E M O T O R S P E E D W A Y , L A N D F I L L V Hydro. Unit C o m m e n t s Ph a s e W e l l N o r t h i n g E a s t i n g Litho. Unit APPENDIX B STATISTICAL EVALUATIONS INTER-WELL PREDICTION LIMITS Co n s t i t u e n t We l l Up p e r L i m . Lo w e r L i m . Da t e Ob s e r v . Si g . Bg N Bg M e a n St d . D e v . %N D s ND A d j . Tr a n s f o r m Al p h a Method Ba r i u m T o t a l ( m g / L ) M W - 2 0 B 0 . 3 8 n / a 1 0 / 2 1 / 2 0 1 5 0 . 8 2 5 Y e s 1 7 7 n / a n / a 1 8 . 6 4 n / a n / a 0 . 0 0 0 0 6 3 0 2 N P I n t e r ( n o r m a l i t y ) 1 o f 2 Pr e d i c t i o n L i m i t Ch a r l o t t e M o t o r S p e e d w a y C l i en t : R S I D a t a : C M S P r i n te d 1 / 1 5 / 2 0 1 6 , 1 2 : 0 1 P M 0 0. 1 8 0. 3 6 0. 5 4 0. 7 2 0. 9 1/ 2 3 / 9 6 1/ 4 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 8 / 1 1 10 / 2 1 / 1 5 MW - 2 0 B Li m i t = 0 . 3 8 Pr e d i c t i o n L i m i t In t e r w e l l N o n - p a r a m e t r i c Co n s t i t u e n t : B a r i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 1 2 : 0 1 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . No n - p a r a m e t r i c t e s t u s e d i n l i e u o f p a r a m e t r i c p r e d i c t i o n l i m it b e c a u s e t h e C h i S q u a r e d n o r m a l i t y t e s t s h o w e d t h e d a t a to b e n o n - n o r m a l a t t h e 0 . 0 1 a l p h a l e v e l . L i m i t i s h i g h e s t o f 1 7 7 b a c k g r o u n d v a l u e s . 1 8 . 6 4 % N D s . A n n u a l p e r - co n s t i t u e n t a l p h a = 0 . 0 0 0 6 3 0 1 . I n d i v i d u a l c o mp a r i s o n a l p h a = 0 . 0 0 0 0 6 3 0 2 ( 1 o f 2 ) . A s s u m e s 4 f u t u r e v a l u e s . O u t l i e r te s t w a s n o t r u n b e c a u s e s a m p l e s i z e e x c e e d e d t a b l e . Ex c e e d s L i m i t : M W - 2 0 B Co n s t i t u e n t We l l Up p e r L i m . Lo w e r L i m . Da t e Ob s e r v . Si g . Bg N Bg M e a n St d . D e v . %N D s ND A d j . Tr a n s f o r m Al p h a Method Co b a l t T o t a l ( u g / L ) M W - 2 1 1 5 n / a 10 / 2 0 / 2 0 1 5 2 1 . 1 Y e s 1 6 9 n/ a n / a 6 0 . 3 6 n / a n/ a 0 . 0 0 0 0 6 9 3 9 N P I n t e r ( N D s ) 1 o f 2 Co b a l t T o t a l ( u g / L ) M W - 1 8 A 1 5 n / a 1 0 / 2 2 / 2 0 1 5 3 0 . 6 Y e s 1 6 9 n / a n / a 6 0 . 3 6 n / a n / a 0 . 0 0 0 0 6 9 3 9 N P I n t e r ( N D s ) 1 o f 2 Co b a l t T o t a l ( u g / L ) M W - 3 2 R 1 5 n / a 1 0 / 2 1 / 2 0 1 5 1 7 . 8 Y e s 1 6 9 n / a n / a 6 0 . 3 6 n / a n / a 0 . 0 0 0 0 6 9 3 9 N P I n t e r ( N D s ) 1 o f 2 Pr e d i c t i o n L i m i t Ch a r l o t t e M o t o r S p e e d w a y C l i en t : R S I D a t a : C M S P r i n te d 1 / 1 5 / 2 0 1 6 , 1 1 : 5 9 A M 020406080 10 0 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW - 2 1 MW - 1 8 A MW - 3 2 R Li m i t = 1 5 Pr e d i c t i o n L i m i t In t e r w e l l N o n - p a r a m e t r i c Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 1 1 : 5 9 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . No n - p a r a m e t r i c t e s t u s e d i n l i e u o f p a r a m e t r i c p r e d i c t i o n l i mi t b e c a u s e c e n s o r e d d a t a e x c e e d e d 5 0 % . L i m i t i s h i g h e s t of 1 6 9 b a c k g r o u n d v a l u e s . 6 0 . 3 6 % N D s . A n n u a l p e r - c o n s t i t u e nt a l p h a = 0 . 0 0 0 6 9 3 7 . I n d i v i d u a l c o m p a r i s o n a l p h a = 0. 0 0 0 0 6 9 3 9 ( 1 o f 2 ) . C o m p a r i n g 3 p o i n t s t o l i m i t . A s s u m e s 2 f u tu r e v a l u e s . O u t l i e r t e s t w a s n o t r u n b e c a u s e s a m p l e si z e e x c e e d e d t a b l e . Ex c e e d s L i m i t : M W - 2 1 , M W - 1 8 A , M W - 3 2 R Co n s t i t u e n t We l l Up p e r L i m . Lo w e r L i m . Da t e Ob s e r v . Si g . Bg N Bg M e a n St d . D e v . %N D s ND A d j . Tr a n s f o r m Al p h a Method Ni c k e l T o t a l ( u g / L ) M W - 1 9 4 3 n / a 1 0 / 22 / 2 0 1 5 1 0 6 Y e s 1 6 9 n / a n / a 4 1 . 4 2 n / a n /a 0 . 0 0 0 0 6 9 3 9 N P I n t e r ( n o r m a l i t y ) 1 o f 2 Pr e d i c t i o n L i m i t Ch a r l o t t e M o t o r S p e e d w a y C l i en t : R S I D a t a : C M S P r i n te d 1 / 1 5 / 2 0 1 6 , 1 1 : 5 8 A M 04080 12 0 16 0 20 0 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW - 1 9 Li m i t = 4 3 Pr e d i c t i o n L i m i t In t e r w e l l N o n - p a r a m e t r i c Co n s t i t u e n t : N i c k e l T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 1 1 : 5 7 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . No n - p a r a m e t r i c t e s t u s e d i n l i e u o f p a r a m e t r i c p r e d i c t i o n l i m it b e c a u s e t h e C h i S q u a r e d n o r m a l i t y t e s t s h o w e d t h e d a t a to b e n o n - n o r m a l a t t h e 0 . 0 1 a l p h a l e v e l . L i m i t i s h i g h e s t o f 1 6 9 b a c k g r o u n d v a l u e s . 4 1 . 4 2 % N D s . A n n u a l p e r - co n s t i t u e n t a l p h a = 0 . 0 0 0 6 9 3 7 . I n d i v i d u a l c o mp a r i s o n a l p h a = 0 . 0 0 0 0 6 9 3 9 ( 1 o f 2 ) . A s s u m e s 4 f u t u r e v a l u e s . O u t l i e r te s t w a s n o t r u n b e c a u s e s a m p l e s i z e e x c e e d e d t a b l e . Ex c e e d s L i m i t : M W - 1 9 Co n s t i t u e n t We l l Up p e r L i m . Lo w e r L i m . Da t e Ob s e r v . Si g . Bg N Bg M e a n St d . D e v . %N D s ND A d j . Tr a n s f o r m Al p h a Method Ch r o m i u m T o t a l ( m g / L ) M W - 3 0 R 0 . 0 9 8 n/ a 1 0 / 2 1 / 2 0 1 5 0 . 1 4 4 Y e s 1 7 7 n / a n / a 4 9. 7 2 n / a n / a 0 . 0 0 0 0 6 3 0 2 N P I n t e r (normality) 1 of 2 Pr e d i c t i o n L i m i t Ch a r l o t t e M o t o r S p e e d w a y C l i en t : R S I D a t a : C M S P r i n te d 1 / 1 5 / 2 0 1 6 , 1 : 0 0 P M 0 0. 0 4 0. 0 8 0. 1 2 0. 1 6 0. 2 11 / 1 5 / 1 0 11 / 1 0 / 1 1 11 / 4 / 1 2 10 / 3 0 / 1 3 10 / 2 5 / 1 4 10 / 2 1 / 1 5 MW - 3 0 R Li m i t = 0 . 0 9 8 Pr e d i c t i o n L i m i t In t e r w e l l N o n - p a r a m e t r i c Co n s t i t u e n t : C h r o m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 1 : 0 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . No n - p a r a m e t r i c t e s t u s e d i n l i e u o f p a r a m e t r i c p r e d i c t i o n l i m it b e c a u s e t h e C h i S q u a r e d n o r m a l i t y t e s t s h o w e d t h e d a t a to b e n o n - n o r m a l a t t h e 0 . 0 1 a l p h a l e v e l . L i m i t i s h i g h e s t o f 1 7 7 b a c k g r o u n d v a l u e s . 4 9 . 7 2 % N D s . A n n u a l p e r - co n s t i t u e n t a l p h a = 0 . 0 0 0 6 3 0 1 . I n d i v i d u a l c o mp a r i s o n a l p h a = 0 . 0 0 0 0 6 3 0 2 ( 1 o f 2 ) . A s s u m e s 4 f u t u r e v a l u e s . O u t l i e r te s t w a s n o t r u n b e c a u s e s a m p l e s i z e e x c e e d e d t a b l e . Ex c e e d s L i m i t : M W - 3 0 R INTRA-WELL CONFIDENCE LIMITS -1 0 0 -6 0 -2 02060 10 0 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 3 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L M W- 1 8 A n =5 x ^6 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 5 01020304050 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 3 2 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 2 1 n =26 x ^(1 / 3 ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 5 01224364860 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 3 3 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 3 2 R n =4 l n (x ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 5 0 0. 0 6 0. 1 2 0. 1 8 0. 2 4 0. 3 No n - P a r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . Co n s t i t u e n t : C h r o m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 3 4 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L MW - 3 0 R n=4 NP (n o r ma l ity ) α =0 .0 62 5 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 0 . 0 9 8 0 0. 2 2 0. 4 4 0. 6 6 0. 8 8 1. 1 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e l i m i t i s e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m a l i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : B a r i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 3 8 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L M W- 2 0 B n =4 x ^2 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 0 . 7 060 12 0 18 0 24 0 30 0 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : N i c k e l T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 3 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 1 9 n =5 l n (x ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 0 0 0 0. 6 1. 2 1. 8 2. 4 3 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 0 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L M W- 1 8 A n =14 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 -3 -1 . 6 -0 . 2 1. 2 2. 6 4 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 4 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 1 9 n =5 x ^6 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 -3 -1 . 4 0. 2 1. 8 3. 4 5 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L M W- 1 9 A n =6 x ^3 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 0246810 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 3 4 n =4 x ^(1 /3 ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 0612182430 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e l i m i t i s e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m a l i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : 1 4 - D i c h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 2 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 2 5 n =6 l n (x ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 6 -2-10123 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : 1 2 - D i c h l o r o e t h a n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 3 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 2 6 n=4 K a p la n -Me i e r x ^2 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 -2-10123 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : T e t r a c h l o r o e t h y l e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 3 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 3 3 n =4 x ^5 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 -1 0. 2 1. 4 2. 6 3. 8 5 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : V i n y l c h l o r i d e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 4 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 3 2 R n =4 —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 0 0. 6 1. 2 1. 8 2. 4 3 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e L i m i t i s n o t e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m al i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : V i n y l c h l o r i d e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 5 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 3 3 n=4 Ka p la n -M ei e r ln (x ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 0 1. 2 2. 4 3. 6 4. 8 6 Pa r a m e t r i c C o n f i d e n c e I n t e r v a l Co m p l i a n c e l i m i t i s e x c e e d e d . P e r - w e l l a l p h a = 0 . 0 1 . N o r m a l i t y T e s t : S h a p i r o W i l k , a l p h a b a s e d o n n . Co n s t i t u e n t : V i n y l c h l o r i d e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 5 5 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L MW - 3 4 n =4 l n (x ) —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li m i t = 1 TIME SERIES PLOTS 0612182430 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 5 / 0 2 1/ 1 2 / 0 7 6/ 2 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : A n t i m o n y T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 5 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 8/ 2 6 / 9 2 4/ 1 3 / 9 7 11 / 2 9 / 0 1 7/ 1 7 / 0 6 3/ 4 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg)MW-32R Ti m e S e r i e s Co n s t i t u e n t : A r s e n i c T o t a l A n a l y s i s R u n 1 / 2 8 / 2 0 1 6 8 : 3 2 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 2 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 1 0. 2 0. 3 0. 4 0. 5 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : B a r i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 5 / 0 2 1/ 1 2 / 0 7 6/ 2 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : B e r y l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 2 0. 0 0 4 0. 0 0 6 0. 0 0 8 0. 0 1 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : C a d m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 2 0. 0 4 0. 0 6 0. 0 8 0. 1 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : C h r o m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0612182430 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 5 / 0 2 1/ 1 2 / 0 7 6/ 2 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg)MW-32R Ti m e S e r i e s Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 2 8 / 2 0 1 6 8 : 3 2 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 2 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 8 0. 1 6 0. 2 4 0. 3 2 0. 4 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : C o p p e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 048121620 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : L e a d T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01020304050 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 5 / 0 2 1/ 1 2 / 0 7 6/ 2 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg)MW-32R Ti m e S e r i e s Co n s t i t u e n t : N i c k e l T o t a l A n a l y s i s R u n 1 / 2 8 / 2 0 1 6 8 : 3 3 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 2 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 048121620 8/ 2 6 / 9 2 4/ 1 3 / 9 7 11 / 2 9 / 0 1 7/ 1 7 / 0 6 3/ 4 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg)MW-32R Ti m e S e r i e s Co n s t i t u e n t : S e l e n i u m T o t a l A n a l y s i s R u n 1 / 2 8 / 2 0 1 6 8 : 3 4 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 2 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 6 0. 0 1 2 0. 0 1 8 0. 0 2 4 0. 0 3 8/ 2 6 / 9 2 4/ 1 3 / 9 7 11 / 2 9 / 0 1 7/ 1 7 / 0 6 3/ 4 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : S i l v e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 5 / 0 2 1/ 1 2 / 0 7 6/ 2 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : T h a l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0816243240 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 5 / 0 2 1/ 1 2 / 0 7 6/ 2 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg)MW-32R Ti m e S e r i e s Co n s t i t u e n t : V a n a d i u m T o t a l A n a l y s i s R u n 1 / 2 8 / 2 0 1 6 8 : 3 4 A M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 2 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 1 4 0. 2 8 0. 4 2 0. 5 6 0. 7 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 1 / 1 5 MW-11 (bg)MW-14 (bg)MW-14B (bg)MW-15 (bg) Ti m e S e r i e s Co n s t i t u e n t : Z i n c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0612182430 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 4 / 0 2 1/ 1 2 / 0 7 6/ 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : A n t i m o n y T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 8/ 2 6 / 9 2 4/ 1 3 / 9 7 11 / 2 9 / 0 1 7/ 1 7 / 0 6 3/ 4 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : A r s e n i c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 4 0. 8 1. 2 1. 6 2 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : B a r i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 4 / 0 2 1/ 1 2 / 0 7 6/ 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : B e r y l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 2 0. 0 0 4 0. 0 0 6 0. 0 0 8 0. 0 1 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : C a d m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 6 0. 1 2 0. 1 8 0. 2 4 0. 3 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : C h r o m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01836547290 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 4 / 0 2 1/ 1 2 / 0 7 6/ 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 6 0. 1 2 0. 1 8 0. 2 4 0. 3 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : C o p p e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 022446688 11 0 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : L e a d T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 04080 12 0 16 0 20 0 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 4 / 0 2 1/ 1 2 / 0 7 6/ 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : N i c k e l T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 048121620 8/ 2 6 / 9 2 4/ 1 3 / 9 7 11 / 2 9 / 0 1 7/ 1 7 / 0 6 3/ 4 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : S e l e n i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 6 0. 0 1 2 0. 0 1 8 0. 0 2 4 0. 0 3 8/ 2 6 / 9 2 4/ 1 3 / 9 7 11 / 2 9 / 0 1 7/ 1 7 / 0 6 3/ 4 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : S i l v e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 048121620 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 4 / 0 2 1/ 1 2 / 0 7 6/ 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : T h a l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01632486480 11 / 1 7 / 9 3 4/ 6 / 9 8 8/ 2 4 / 0 2 1/ 1 2 / 0 7 6/ 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : V a n a d i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 8 0. 1 6 0. 2 4 0. 3 2 0. 4 1/ 2 9 / 9 2 10 / 2 7 / 9 6 7/ 2 6 / 0 1 4/ 2 4 / 0 6 1/ 2 1 / 1 1 10 / 2 0 / 1 5 MW-10 MW-10A MW-12 MW-1A MW-1B MW-2B MW-17 MW-17A Ti m e S e r i e s Co n s t i t u e n t : Z i n c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0612182430 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : A n t i m o n y T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01020304050 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : A r s e n i c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 2 0. 4 0. 6 0. 8 1 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : B a r i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : B e r y l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 2 0. 0 0 4 0. 0 0 6 0. 0 0 8 0. 0 1 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : C a d m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 1 4 0. 2 8 0. 4 2 0. 5 6 0. 7 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : C h r o m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 060 12 0 18 0 24 0 30 0 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 6 0. 1 2 0. 1 8 0. 2 4 0. 3 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : C o p p e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01020304050 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : L e a d T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 060 12 0 18 0 24 0 30 0 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : N i c k e l T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01020304050 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : S e l e n i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 4 0. 0 8 0. 1 2 0. 1 6 0. 2 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : S i l v e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0246810 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : T h a l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01836547290 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : V a n a d i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0816243240 1/ 2 2 / 9 6 1/ 3 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 9 / 1 1 10 / 2 2 / 1 5 MW-21 MW-22 MW-22A MW-20B MW-20AR MW-24 MW-18A MW-19 MW-19A MW-25 Ti m e S e r i e s Co n s t i t u e n t : Z i n c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 1 9 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0612182430 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : A n t i m o n y T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01020304050 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : A r s e n i c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 4 0. 8 1. 2 1. 6 2 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : B a r i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L 0 0. 6 1. 2 1. 8 2. 4 3 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : B e r y l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 0 4 0. 0 0 0 8 0. 0 0 1 2 0. 0 0 1 6 0. 0 0 2 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : C a d m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 8 0. 1 6 0. 2 4 0. 3 2 0. 4 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : C h r o m i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 04080 12 0 16 0 20 0 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : C o b a l t T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 1 0. 2 0. 3 0. 4 0. 5 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : C o p p e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 04080 12 0 16 0 20 0 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : L e a d T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 12 0 24 0 36 0 48 0 60 0 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : N i c k e l T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 01020304050 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : S e l e n i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 0 0 4 0. 0 0 8 0. 0 1 2 0. 0 1 6 0. 0 2 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : S i l v e r T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 048121620 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : T h a l l i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 080 16 0 24 0 32 0 40 0 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : V a n a d i u m T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 2 0. 4 0. 6 0. 8 1 6/ 1 1 / 0 7 2/ 1 1 / 0 9 10 / 1 5 / 1 0 6/ 1 7 / 1 2 2/ 1 8 / 1 4 10 / 2 2 / 1 5 MW-16 MW-26 MW-27 MW-28 MW-31 MW-33 MW-34 MW-29R MW-30R MW-32R Ti m e S e r i e s Co n s t i t u e n t : Z i n c T o t a l A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 2 : 2 0 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G m g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 4 0. 8 1. 2 1. 6 2 6/ 1 1 / 0 7 2/ 1 0 / 0 9 10 / 1 4 / 1 0 6/ 1 6 / 1 2 2/ 1 7 / 1 4 10 / 2 1 / 1 5 MW-26 Ti m e S e r i e s Co n s t i t u e n t : 1 2 - D i c h l o r o e t h a n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 012345 1/ 2 3 / 9 6 1/ 4 / 0 0 12 / 1 6 / 0 3 11 / 2 7 / 0 7 11 / 8 / 1 1 10 / 2 1 / 1 5 MW-20B Ti m e S e r i e s Co n s t i t u e n t : 1 4 - D i c h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 012345 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW-18A Ti m e S e r i e s Co n s t i t u e n t : 1 4 - D i c h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 1. 4 2. 8 4. 2 5. 6 7 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW-19 Ti m e S e r i e s Co n s t i t u e n t : 1 4 - D i c h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 1. 6 3. 2 4. 8 6. 4 8 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW-19A Ti m e S e r i e s Co n s t i t u e n t : 1 4 - D i c h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 048121620 6/ 6 / 0 2 2/ 6 / 0 5 10 / 1 1 / 0 7 6/ 1 3 / 1 0 2/ 1 4 / 1 3 10 / 1 9 / 1 5 MW-25 Ti m e S e r i e s Co n s t i t u e n t : 1 4 - D i c h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 012345 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW-18A Ti m e S e r i e s Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 012345 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW-19 Ti m e S e r i e s Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 1. 4 2. 8 4. 2 5. 6 7 1/ 1 9 / 9 9 5/ 2 7 / 0 2 10 / 2 / 0 5 2/ 7 / 0 9 6/ 1 5 / 1 2 10 / 2 2 / 1 5 MW-19A Ti m e S e r i e s Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 1. 2 2. 4 3. 6 4. 8 6 6/ 1 1 / 0 7 2/ 1 0 / 0 9 10 / 1 4 / 1 0 6/ 1 6 / 1 2 2/ 1 7 / 1 4 10 / 2 1 / 1 5 MW-34 Ti m e S e r i e s Co n s t i t u e n t : B e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 012345 6/ 6 / 0 2 2/ 6 / 0 5 10 / 1 1 / 0 7 6/ 1 3 / 1 0 2/ 1 4 / 1 3 10 / 1 9 / 1 5 MW-25 Ti m e S e r i e s Co n s t i t u e n t : C h l o r o b e n z e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 1. 2 2. 4 3. 6 4. 8 6 6/ 1 1 / 0 7 2/ 1 0 / 0 9 10 / 1 4 / 1 0 6/ 1 6 / 1 2 2/ 1 7 / 1 4 10 / 2 1 / 1 5 MW-34 Ti m e S e r i e s Co n s t i t u e n t : c i s - 1 2 - D i c h l o r o e t h y l en e A n a l y s i s Ru n 1 / 1 5 / 2 0 1 6 4 : 2 6 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 4 0. 8 1. 2 1. 6 2 6/ 1 1 / 0 7 2/ 1 0 / 0 9 10 / 1 4 / 1 0 6/ 1 6 / 1 2 2/ 1 7 / 1 4 10 / 2 1 / 1 5 MW-33 Ti m e S e r i e s Co n s t i t u e n t : T e t r a c h l o r o e t h y l e n e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 4 0. 8 1. 2 1. 6 2 6/ 1 1 / 0 7 2/ 1 0 / 0 9 10 / 1 4 / 1 0 6/ 1 6 / 1 2 2/ 1 7 / 1 4 10 / 2 1 / 1 5 MW-33 Ti m e S e r i e s Co n s t i t u e n t : V i n y l c h l o r i d e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 8 1. 6 2. 4 3. 2 4 6/ 1 1 / 0 7 2/ 1 0 / 0 9 10 / 1 4 / 1 0 6/ 1 6 / 1 2 2/ 1 7 / 1 4 10 / 2 1 / 1 5 MW-34 Ti m e S e r i e s Co n s t i t u e n t : V i n y l c h l o r i d e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . 0 0. 6 1. 2 1. 8 2. 4 3 11 / 1 5 / 1 0 11 / 1 0 / 1 1 11 / 4 / 1 2 10 / 3 0 / 1 3 10 / 2 5 / 1 4 10 / 2 1 / 1 5 MW-32R Ti m e S e r i e s Co n s t i t u e n t : V i n y l c h l o r i d e A n a l y s i s R u n 1 / 1 5 / 2 0 1 6 4 : 2 7 P M Ch a r l o t t e M o t o r S p e e d w a y C l i e n t : R S I D a t a : C M S Sa n i t a s ™ v . 9 . 5 . 2 0 S o f t w a r e l i c e n s e d t o J e t t E n v i r o n m e n t a l C o n s u l t i n g . U G u g / L Ho l l o w s y m b o l s i n d i c a t e c e n s o r e d v a l u e s . APPENDIX C LABORATORY ANALYTICAL REPORTS & FIELD INFORMATION FORMS ASI ANALYTICAL SERVICES, INC. Environmental Monitoring & Laboratory Analysis 110 Technology Parkway, Norcross, GA 30092 (770)734-4200 FAX (770) 734-4201 BFI Waste Systems of North America, LLC Project: Charlotte Motor Speedway Concord, NC 28027 5105 Morehead Rd. Mr. Mike Gurley We appreciate the opportunity to provide the analytical support for your project. The analytical results in this report are based upon information supplied by you, the client, and are for your exclusive use. If you have any questions regarding this data package, please do not hesitate to call. Analytical Services, Inc. certifies that the following analytical results meet all requirements of the National Environmental Laboratory Accreditation Conference(NELAC).All test results relate only to the samples analyzed. Laboratory Report Project #:[none] Prepared For: Attention: November 10, 2015 Report Number:AYJ0626 Approved: This report may not be reproduced, except in full, without written approval from Analytical Services, Inc.Page 1 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 Sample ID Laboratory ID Matrix Date Sampled ANALYTICAL REPORT FOR SAMPLES Date Received 1304-MW1A AYJ0626-01 10/19/15 14:53 10/22/15 15:30Ground Water 1304-MW1B AYJ0626-02 10/20/15 13:03 10/22/15 15:30Ground Water 1304-MW2A AYJ0626-03 10/20/15 08:25 10/22/15 15:30Ground Water 1304-MW2B AYJ0626-04 10/20/15 09:21 10/22/15 15:30Ground Water 1304-MW10 AYJ0626-05 10/20/15 13:33 10/22/15 15:30Ground Water 1304-MW10A AYJ0626-06 10/20/15 14:22 10/22/15 15:30Ground Water 1304-MW11 AYJ0626-07 10/20/15 11:32 10/22/15 15:30Ground Water 1304-MW12 AYJ0626-08 10/20/15 10:29 10/22/15 15:30Ground Water 1304-MW14 AYJ0626-09 10/20/15 13:46 10/22/15 15:30Ground Water 1304-MW14B AYJ0626-10 10/20/15 15:00 10/22/15 15:30Ground Water 1304-MW15 AYJ0626-11 10/21/15 09:09 10/22/15 15:30Ground Water 1304-MW18A AYJ0626-12 10/22/15 08:50 10/22/15 15:30Ground Water 1304-MW16 AYJ0626-13 10/21/15 10:12 10/22/15 15:30Ground Water 1304-MW16 AYJ0626-14 10/22/15 07:39 10/22/15 15:30Ground Water 1304-MW19 AYJ0626-15 10/22/15 08:18 10/22/15 15:30Ground Water 1304-MW19A AYJ0626-16 10/22/15 09:54 10/22/15 15:30Ground Water 1304-MW19AR AYJ0626-17 10/21/15 15:39 10/22/15 15:30Ground Water 1304-MW19R AYJ0626-18 10/21/15 15:17 10/22/15 15:30Ground Water 1304-MW20AR AYJ0626-19 10/20/15 15:13 10/22/15 15:30Ground Water 1304-MW20B AYJ0626-20 10/21/15 15:41 10/22/15 15:30Ground Water Page 2 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 Sample ID Laboratory ID Matrix Date Sampled ANALYTICAL REPORT FOR SAMPLES Date Received 1304-MW21 AYJ0626-21 10/20/15 10:13 10/22/15 15:30Ground Water 1304-MW22 AYJ0626-22 10/19/15 12:49 10/22/15 15:30Ground Water 1304-MW22A AYJ0626-23 10/19/15 13:25 10/22/15 15:30Ground Water 1304-MW25 AYJ0626-24 10/19/15 13:55 10/22/15 15:30Ground Water 1304-MW26 AYJ0626-25 10/21/15 14:28 10/22/15 15:30Ground Water 1304-MW27 AYJ0626-26 10/21/15 13:52 10/22/15 15:30Ground Water 1304-MW28 AYJ0626-27 10/21/15 13:26 10/22/15 15:30Ground Water 1304-MW29R AYJ0626-28 10/21/15 11:31 10/22/15 15:30Ground Water 1304-MW30R AYJ0626-29 10/21/15 10:44 10/22/15 15:30Ground Water 1304-MW31 AYJ0626-30 10/21/15 11:04 10/22/15 15:30Ground Water 1304-MW32R AYJ0626-31 10/21/15 11:29 10/22/15 15:30Ground Water 1304-MW33 AYJ0626-32 10/21/15 13:23 10/22/15 15:30Ground Water 1304-MW34 AYJ0626-33 10/21/15 13:49 10/22/15 15:30Ground Water 1304-Duplicate AYJ0626-34 10/19/15 00:00 10/22/15 15:30Ground Water 1304-Field Blank AYJ0626-35 10/20/15 14:59 10/22/15 15:30Water 1304-Equipment Blank AYJ0626-36 10/22/15 15:20 10/22/15 15:30Water 1304-Trip Blank AYJ0626-37 10/19/15 00:00 10/22/15 15:30Water 1304-SW1 AYJ0626-38 10/22/15 09:37 10/22/15 15:30Surface Water 1304-SW2 AYJ0626-39 10/22/15 09:15 10/22/15 15:30Surface Water Page 3 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 Total Silver Analysis by Method 6020A (CN Qualifiers): Detected silver concentrations were determined to be the result of contamination from the preservative acid used. Confirmation of the contamination issue was determined by multiple detections of silver at similar concentrations not consistent with historical values and present in the Equipment Blank and Field Blank along with direct analysis of the preservative acid used. Case Narrative Page 4 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1A Ground Water AYJ0626-01 AYJ062610/19/15 14:53 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 1180 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/19/15 14:5310/19/15 14:53 SM 4500-O G 2140 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/19/15 14:5310/19/15 14:53 EPA 9040C 6.41 pH Units1Field - pH 5100586NAPH10/19/15 14:5310/19/15 14:53 SM 2550 B 19.1 °C1Field - Temperature 5100586NATEMP10/19/15 14:5310/19/15 14:53 EPA 180.1 3.76 NTU1Field - Turbidity 5100586NATURB10/19/15 14:5310/19/15 14:53 NA 6.52 feet1Field - Water Level 5100586NAWL10/19/15 14:5310/19/15 14:53 Metals, Total EPA 6020A 0.46 ug/L1Antimony6.00 J 5100561EPA 3005A 0.25 7440-36-0 10/26/15 19:2310/26/15 09:00 EPA 6020A 0.82 ug/L1Arsenic10.0 J 5100561EPA 3005A 0.75 7440-38-2 10/26/15 19:2310/26/15 09:00 EPA 6020A 143 ug/L1Barium100 5100561EPA 3005A 0.30 7440-39-3 10/26/15 19:2310/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 19:2310/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 19:2310/26/15 09:00 EPA 6020A 5.01 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 19:2310/26/15 09:00 EPA 6020A 2.57 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 19:2310/26/15 09:00 EPA 6020A 4.43 ug/L1Copper10.0 J 5100561EPA 3005A 0.41 7440-50-8 10/26/15 19:2310/26/15 09:00 EPA 6020A 0.40 ug/L1Lead10.0 J 5100561EPA 3005A 0.08 7439-92-1 10/26/15 19:2310/26/15 09:00 EPA 6020A 4.54 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 19:2310/26/15 09:00 EPA 6020A 1.77 ug/L1Selenium10.0 J 5100561EPA 3005A 0.85 7782-49-2 10/26/15 19:2310/26/15 09:00 EPA 6020A 2.71 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 19:2310/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 19:2310/26/15 09:00 Page 5 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1A Ground Water AYJ0626-01 AYJ062610/19/15 14:53 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 4.10 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 19:2310/26/15 09:00 EPA 6020A 5.11 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 19:2310/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 19:2310/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:2911/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 07:4410/23/15 06:45 Page 6 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1A Ground Water AYJ0626-01 AYJ062610/19/15 14:53 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 07:4410/23/15 06:45 Page 7 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1A Ground Water AYJ0626-01 AYJ062610/19/15 14:53 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 07:4410/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 07:4410/23/15 06:45 EPA 8260B 99 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 07:4410/23/15 06:4580-120 EPA 8260B 105 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 07:4410/23/15 06:4578-120 EPA 8260B 107 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 07:4410/23/15 06:4580-120 EPA 8260B 106 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 07:4410/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 07:4410/23/15 06:45 Page 8 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1B Ground Water AYJ0626-02 AYJ062610/20/15 13:03 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 683 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 13:0310/20/15 13:03 SM 4500-O G 3350 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 13:0310/20/15 13:03 EPA 9040C 6.28 pH Units1Field - pH 5100586NAPH10/20/15 13:0310/20/15 13:03 SM 2550 B 17.4 °C1Field - Temperature 5100586NATEMP10/20/15 13:0310/20/15 13:03 EPA 180.1 1.22 NTU1Field - Turbidity 5100586NATURB10/20/15 13:0310/20/15 13:03 NA 10.00 feet1Field - Water Level 5100586NAWL10/20/15 13:0310/20/15 13:03 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 19:2810/26/15 09:00 EPA 6020A 5.72 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Chromium10.0 5100561EPA 3005A 0.43 7440-47-3 10/26/15 19:2810/26/15 09:00 EPA 6020A 1.83 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 19:2810/26/15 09:00 EPA 6020A 5.28 ug/L1Copper10.0 J 5100561EPA 3005A 0.41 7440-50-8 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 19:2810/26/15 09:00 EPA 6020A 20.6 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 19:2810/26/15 09:00 EPA 6020A 1.35 ug/L1Selenium10.0 J 5100561EPA 3005A 0.85 7782-49-2 10/26/15 19:2810/26/15 09:00 EPA 6020A 2.34 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 19:2810/26/15 09:00 EPA 6020A 3.58 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 19:2810/26/15 09:00 Page 9 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1B Ground Water AYJ0626-02 AYJ062610/20/15 13:03 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 12.0 ug/L1Zinc10.0 B-01 5100561EPA 3005A 1.30 7440-66-6 10/26/15 19:2810/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 19:2810/26/15 09:00 EPA 7470A 0.077 ug/L1Mercury0.200 J 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:3111/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 08:1010/23/15 06:45 Page 10 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1B Ground Water AYJ0626-02 AYJ062610/20/15 13:03 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 08:1010/23/15 06:45 Page 11 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW1B Ground Water AYJ0626-02 AYJ062610/20/15 13:03 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 08:1010/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 08:1010/23/15 06:45 EPA 8260B 95 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 08:1010/23/15 06:4580-120 EPA 8260B 104 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 08:1010/23/15 06:4578-120 EPA 8260B 108 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 08:1010/23/15 06:4580-120 EPA 8260B 106 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 08:1010/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 08:1010/23/15 06:45 Page 12 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2A Ground Water AYJ0626-03 AYJ062610/20/15 08:25 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 696 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 08:2510/20/15 08:25 SM 4500-O G 3240 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 08:2510/20/15 08:25 EPA 9040C 6.07 pH Units1Field - pH 5100586NAPH10/20/15 08:2510/20/15 08:25 SM 2550 B 19.4 °C1Field - Temperature 5100586NATEMP10/20/15 08:2510/20/15 08:25 EPA 180.1 3.03 NTU1Field - Turbidity 5100586NATURB10/20/15 08:2510/20/15 08:25 NA 8.45 feet1Field - Water Level 5100586NAWL10/20/15 08:2510/20/15 08:25 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 19:3310/26/15 09:00 EPA 6020A 62.0 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 19:3310/26/15 09:00 EPA 6020A 0.79 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 19:3310/26/15 09:00 EPA 6020A 0.37 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 19:3310/26/15 09:00 EPA 6020A 0.64 ug/L1Copper10.0 J 5100561EPA 3005A 0.41 7440-50-8 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 19:3310/26/15 09:00 EPA 6020A 4.17 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Selenium10.0 5100561EPA 3005A 0.85 7782-49-2 10/26/15 19:3310/26/15 09:00 EPA 6020A 3.22 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 19:3310/26/15 09:00 EPA 6020A 4.47 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 19:3310/26/15 09:00 Page 13 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2A Ground Water AYJ0626-03 AYJ062610/20/15 08:25 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 1.74 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 19:3310/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 19:3310/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:3311/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 09:3010/23/15 06:45 Page 14 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2A Ground Water AYJ0626-03 AYJ062610/20/15 08:25 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 09:3010/23/15 06:45 Page 15 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2A Ground Water AYJ0626-03 AYJ062610/20/15 08:25 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 09:3010/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 09:3010/23/15 06:45 EPA 8260B 97 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 09:3010/23/15 06:4580-120 EPA 8260B 104 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 09:3010/23/15 06:4578-120 EPA 8260B 108 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 09:3010/23/15 06:4580-120 EPA 8260B 105 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 09:3010/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 09:3010/23/15 06:45 Page 16 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2B Ground Water AYJ0626-04 AYJ062610/20/15 09:21 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 588 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 09:2110/20/15 09:21 SM 4500-O G 2340 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 09:2110/20/15 09:21 EPA 9040C 6.39 pH Units1Field - pH 5100586NAPH10/20/15 09:2110/20/15 09:21 SM 2550 B 17.5 °C1Field - Temperature 5100586NATEMP10/20/15 09:2110/20/15 09:21 EPA 180.1 2.25 NTU1Field - Turbidity 5100586NATURB10/20/15 09:2110/20/15 09:21 NA 8.67 feet1Field - Water Level 5100586NAWL10/20/15 09:2110/20/15 09:21 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 19:3710/26/15 09:00 EPA 6020A 26.8 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 19:3710/26/15 09:00 EPA 6020A 1.35 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 19:3710/26/15 09:00 EPA 6020A 9.66 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Copper10.0 5100561EPA 3005A 0.41 7440-50-8 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 19:3710/26/15 09:00 EPA 6020A 7.50 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 19:3710/26/15 09:00 EPA 6020A 0.99 ug/L1Selenium10.0 J 5100561EPA 3005A 0.85 7782-49-2 10/26/15 19:3710/26/15 09:00 EPA 6020A 2.02 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 19:3710/26/15 09:00 EPA 6020A 3.53 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 19:3710/26/15 09:00 Page 17 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2B Ground Water AYJ0626-04 AYJ062610/20/15 09:21 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 1.50 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 19:3710/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 19:3710/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:3611/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 09:5710/23/15 06:45 Page 18 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2B Ground Water AYJ0626-04 AYJ062610/20/15 09:21 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 09:5710/23/15 06:45 Page 19 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW2B Ground Water AYJ0626-04 AYJ062610/20/15 09:21 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 09:5710/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 09:5710/23/15 06:45 EPA 8260B 97 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 09:5710/23/15 06:4580-120 EPA 8260B 105 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 09:5710/23/15 06:4578-120 EPA 8260B 107 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 09:5710/23/15 06:4580-120 EPA 8260B 106 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 09:5710/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 09:5710/23/15 06:45 Page 20 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10 Ground Water AYJ0626-05 AYJ062610/20/15 13:33 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 159 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 13:3310/20/15 13:33 SM 4500-O G 2350 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 13:3310/20/15 13:33 EPA 9040C 6.79 pH Units1Field - pH 5100586NAPH10/20/15 13:3310/20/15 13:33 SM 2550 B 17.4 °C1Field - Temperature 5100586NATEMP10/20/15 13:3310/20/15 13:33 EPA 180.1 2.01 NTU1Field - Turbidity 5100586NATURB10/20/15 13:3310/20/15 13:33 NA 22.17 feet1Field - Water Level 5100586NAWL10/20/15 13:3310/20/15 13:33 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 19:5210/26/15 09:00 EPA 6020A 34.1 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 19:5210/26/15 09:00 EPA 6020A 3.21 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 19:5210/26/15 09:00 EPA 6020A 0.37 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Copper10.0 5100561EPA 3005A 0.41 7440-50-8 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 19:5210/26/15 09:00 EPA 6020A 2.60 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Selenium10.0 5100561EPA 3005A 0.85 7782-49-2 10/26/15 19:5210/26/15 09:00 EPA 6020A 4.35 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 19:5210/26/15 09:00 EPA 6020A 1.73 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 19:5210/26/15 09:00 Page 21 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10 Ground Water AYJ0626-05 AYJ062610/20/15 13:33 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 3.39 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 19:5210/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 19:5210/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:3811/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 10:2310/23/15 06:45 Page 22 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10 Ground Water AYJ0626-05 AYJ062610/20/15 13:33 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 10:2310/23/15 06:45 Page 23 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10 Ground Water AYJ0626-05 AYJ062610/20/15 13:33 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 10:2310/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 10:2310/23/15 06:45 EPA 8260B 98 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 10:2310/23/15 06:4580-120 EPA 8260B 104 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 10:2310/23/15 06:4578-120 EPA 8260B 108 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 10:2310/23/15 06:4580-120 EPA 8260B 105 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 10:2310/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 10:2310/23/15 06:45 Page 24 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10A Ground Water AYJ0626-06 AYJ062610/20/15 14:22 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 271 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 14:2210/20/15 14:22 SM 4500-O G 3090 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 14:2210/20/15 14:22 EPA 9040C 7.69 pH Units1Field - pH 5100586NAPH10/20/15 14:2210/20/15 14:22 SM 2550 B 18.5 °C1Field - Temperature 5100586NATEMP10/20/15 14:2210/20/15 14:22 EPA 180.1 4.08 NTU1Field - Turbidity 5100586NATURB10/20/15 14:2210/20/15 14:22 NA 22.70 feet1Field - Water Level 5100586NAWL10/20/15 14:2210/20/15 14:22 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 19:5710/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 19:5710/26/15 09:00 EPA 6020A 23.2 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 19:5710/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 19:5710/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 19:5710/26/15 09:00 EPA 6020A 1.66 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 19:5710/26/15 09:00 EPA 6020A 0.34 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 19:5710/26/15 09:00 EPA 6020A 0.61 ug/L1Copper10.0 J 5100561EPA 3005A 0.41 7440-50-8 10/26/15 19:5710/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 19:5710/26/15 09:00 EPA 6020A 1.20 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 19:5710/26/15 09:00 EPA 6020A 1.26 ug/L1Selenium10.0 J 5100561EPA 3005A 0.85 7782-49-2 10/26/15 19:5710/26/15 09:00 EPA 6020A 3.36 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 19:5710/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 19:5710/26/15 09:00 Page 25 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10A Ground Water AYJ0626-06 AYJ062610/20/15 14:22 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 2.02 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 19:5710/26/15 09:00 EPA 6020A 3.66 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 19:5710/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 19:5710/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:4511/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 10:4910/23/15 06:45 Page 26 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10A Ground Water AYJ0626-06 AYJ062610/20/15 14:22 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 10:4910/23/15 06:45 Page 27 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW10A Ground Water AYJ0626-06 AYJ062610/20/15 14:22 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 10:4910/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 10:4910/23/15 06:45 EPA 8260B 96 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 10:4910/23/15 06:4580-120 EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 10:4910/23/15 06:4578-120 EPA 8260B 107 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 10:4910/23/15 06:4580-120 EPA 8260B 105 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 10:4910/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 10:4910/23/15 06:45 Page 28 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW11 Ground Water AYJ0626-07 AYJ062610/20/15 11:32 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 487 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 11:3210/20/15 11:32 SM 4500-O G 2570 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 11:3210/20/15 11:32 EPA 9040C 6.55 pH Units1Field - pH 5100586NAPH10/20/15 11:3210/20/15 11:32 SM 2550 B 20.7 °C1Field - Temperature 5100586NATEMP10/20/15 11:3210/20/15 11:32 EPA 180.1 1.42 NTU1Field - Turbidity 5100586NATURB10/20/15 11:3210/20/15 11:32 NA 12.38 feet1Field - Water Level 5100586NAWL10/20/15 11:3210/20/15 11:32 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 20:0210/26/15 09:00 EPA 6020A 18.7 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 20:0210/26/15 09:00 EPA 6020A 1.92 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Cobalt10.0 5100561EPA 3005A 0.29 7440-48-4 10/26/15 20:0210/26/15 09:00 EPA 6020A 0.83 ug/L1Copper10.0 J 5100561EPA 3005A 0.41 7440-50-8 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 20:0210/26/15 09:00 EPA 6020A 1.33 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Selenium10.0 5100561EPA 3005A 0.85 7782-49-2 10/26/15 20:0210/26/15 09:00 EPA 6020A 3.71 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 20:0210/26/15 09:00 EPA 6020A 4.74 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 20:0210/26/15 09:00 Page 29 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW11 Ground Water AYJ0626-07 AYJ062610/20/15 11:32 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 1.86 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 20:0210/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 20:0210/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:4711/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 11:1610/23/15 06:45 Page 30 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW11 Ground Water AYJ0626-07 AYJ062610/20/15 11:32 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Tetrachloroethene1.0 5100542EPA 5030B 0.4 127-18-4 10/23/15 11:1610/23/15 06:45 Page 31 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW11 Ground Water AYJ0626-07 AYJ062610/20/15 11:32 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Toluene1.0 5100542EPA 5030B 0.2 108-88-3 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 5100542EPA 5030B 0.3 71-55-6 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 5100542EPA 5030B 0.4 79-00-5 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Trichloroethene1.0 5100542EPA 5030B 0.4 79-01-6 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Trichlorofluoromethane1.0 5100542EPA 5030B 0.3 75-69-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 5100542EPA 5030B 0.3 96-18-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Vinyl Acetate 50 5100542EPA 5030B 0.6 108-05-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Vinyl Chloride 1.0 5100542EPA 5030B 0.4 75-01-4 10/23/15 11:1610/23/15 06:45 NDEPA 8260B ug/L1Xylenes, total 4.0 5100542EPA 5030B 0.6 1330-20-7 10/23/15 11:1610/23/15 06:45 EPA 8260B 97 %Surr: Dibromofluoromethane 5100542EPA 5030B 1868-53-7 10/23/15 11:1610/23/15 06:4580-120 EPA 8260B 105 %Surr: 1,2-Dichloroethane-d4 5100542EPA 5030B 17060-07-0 10/23/15 11:1610/23/15 06:4578-120 EPA 8260B 108 %Surr: Toluene-d8 5100542EPA 5030B 2037-26-5 10/23/15 11:1610/23/15 06:4580-120 EPA 8260B 107 %Surr: 4-Bromofluorobenzene 5100542EPA 5030B 460-00-4 10/23/15 11:1610/23/15 06:4580-120 NDEPA 8260B ug/L1Dichlorodifluoromethane5.0 5100542EPA 5030B 0.5 75-71-8 10/23/15 11:1610/23/15 06:45 Page 32 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW12 Ground Water AYJ0626-08 AYJ062610/20/15 10:29 Project:Charlotte Motor Speedway 10/22/15 15:30 On Site EPA 9050A 491 umhos/cm1Field - Specific Conductance 1 5100586NA1COND10/20/15 10:2910/20/15 10:29 SM 4500-O G 2720 ug/L1Dissolved Oxygen 0.0 5100586NA0.0 NA 10/20/15 10:2910/20/15 10:29 EPA 9040C 6.29 pH Units1Field - pH 5100586NAPH10/20/15 10:2910/20/15 10:29 SM 2550 B 18.0 °C1Field - Temperature 5100586NATEMP10/20/15 10:2910/20/15 10:29 EPA 180.1 5.14 NTU1Field - Turbidity 5100586NATURB10/20/15 10:2910/20/15 10:29 NA 13.42 feet1Field - Water Level 5100586NAWL10/20/15 10:2910/20/15 10:29 Metals, Total NDEPA 6020A ug/L1Antimony6.00 5100561EPA 3005A 0.25 7440-36-0 10/26/15 20:0710/26/15 09:00 NDEPA 6020A ug/L1Arsenic10.0 5100561EPA 3005A 0.75 7440-38-2 10/26/15 20:0710/26/15 09:00 EPA 6020A 18.8 ug/L1Barium100 J 5100561EPA 3005A 0.30 7440-39-3 10/26/15 20:0710/26/15 09:00 NDEPA 6020A ug/L1Beryllium1.00 5100561EPA 3005A 0.09 7440-41-7 10/26/15 20:0710/26/15 09:00 NDEPA 6020A ug/L1Cadmium1.00 5100561EPA 3005A 0.10 7440-43-9 10/26/15 20:0710/26/15 09:00 EPA 6020A 8.89 ug/L1Chromium10.0 J 5100561EPA 3005A 0.43 7440-47-3 10/26/15 20:0710/26/15 09:00 EPA 6020A 2.23 ug/L1Cobalt10.0 J 5100561EPA 3005A 0.29 7440-48-4 10/26/15 20:0710/26/15 09:00 EPA 6020A 1.40 ug/L1Copper10.0 J 5100561EPA 3005A 0.41 7440-50-8 10/26/15 20:0710/26/15 09:00 NDEPA 6020A ug/L1Lead10.0 5100561EPA 3005A 0.08 7439-92-1 10/26/15 20:0710/26/15 09:00 EPA 6020A 6.63 ug/L1Nickel50.0 J 5100561EPA 3005A 0.48 7440-02-0 10/26/15 20:0710/26/15 09:00 EPA 6020A 1.72 ug/L1Selenium10.0 J 5100561EPA 3005A 0.85 7782-49-2 10/26/15 20:0710/26/15 09:00 EPA 6020A 3.65 ug/L1Silver10.0 CN, J 5100561EPA 3005A 0.22 7440-22-4 10/26/15 20:0710/26/15 09:00 NDEPA 6020A ug/L1Thallium5.50 5100561EPA 3005A 0.06 7440-28-0 10/26/15 20:0710/26/15 09:00 Page 33 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW12 Ground Water AYJ0626-08 AYJ062610/20/15 10:29 Project:Charlotte Motor Speedway 10/22/15 15:30 Metals, Total EPA 6020A 7.65 ug/L1Vanadium25.0 J 5100561EPA 3005A 1.57 7440-62-2 10/26/15 20:0710/26/15 09:00 EPA 6020A 5.86 ug/L1Zinc10.0 B-01, J 5100561EPA 3005A 1.30 7440-66-6 10/26/15 20:0710/26/15 09:00 NDEPA 6020A ug/L1Tin100 5100561EPA 3005A 1.0 7440-31-5 10/26/15 20:0710/26/15 09:00 NDEPA 7470A ug/L1Mercury0.200 5100714EPA 7470A 0.070 7439-97-6 11/03/15 13:5011/02/15 13:35 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Acetone100 5100542EPA 5030B 3.1 67-64-1 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Acrylonitrile200 5100542EPA 5030B 2.0 107-13-1 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Benzene1.0 5100542EPA 5030B 0.2 71-43-2 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Bromochloromethane3.0 5100542EPA 5030B 0.5 74-97-5 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Bromodichloromethane1.0 5100542EPA 5030B 0.5 75-27-4 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Bromoform3.0 5100542EPA 5030B 0.5 75-25-2 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Bromomethane10 5100542EPA 5030B 0.8 74-83-9 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Carbon Disulfide 100 5100542EPA 5030B 0.5 75-15-0 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 5100542EPA 5030B 0.4 56-23-5 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Chlorobenzene3.0 5100542EPA 5030B 0.5 108-90-7 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Chloroethane10 5100542EPA 5030B 0.6 75-00-3 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Chloroform5.0 5100542EPA 5030B 0.4 67-66-3 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Chloromethane1.0 5100542EPA 5030B 0.6 74-87-3 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Dibromochloromethane1.0 5100542EPA 5030B 0.3 124-48-1 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 5100542EPA 5030B 1.0 96-12-8 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,2-Dibromoethane 1.0 5100542EPA 5030B 0.4 106-93-4 10/23/15 11:4210/23/15 06:45 Page 34 of 184 ASI Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Norcross, GA 30092 (770) 734-4200 FAX (770) 734-4201 ANALYTICAL SERVICES, INC. BFI Waste Systems of North America, LLC 5105 Morehead Rd. Concord NC, 28027 Attention: Mr. Mike Gurley November 10, 2015 ResultAnalyte SWSL/ RL Prep Method Qual DF Units Batch Analytical Method MDL CAS #Prep Date/Time Analysis Date/Time Client ID: Date/Time Sampled: Matrix: Report No.: Lab No: Date/Time Received: 1304-MW12 Ground Water AYJ0626-08 AYJ062610/20/15 10:29 Project:Charlotte Motor Speedway 10/22/15 15:30 Volatile Organic Compounds by EPA 8260 NDEPA 8260B ug/L1Dibromomethane10 5100542EPA 5030B 0.4 74-95-3 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 5100542EPA 5030B 0.2 95-50-1 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 5100542EPA 5030B 0.4 106-46-7 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 5100542EPA 5030B 1.1 110-57-6 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethane 5.0 5100542EPA 5030B 0.3 75-34-3 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloroethane 1.0 5100542EPA 5030B 0.3 107-06-2 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,1-Dichloroethene 5.0 5100542EPA 5030B 0.6 75-35-4 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.3 156-59-2 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 5100542EPA 5030B 0.4 156-60-5 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,2-Dichloropropane 1.0 5100542EPA 5030B 0.4 78-87-5 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-01-5 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 5100542EPA 5030B 0.3 10061-02-6 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Ethylbenzene1.0 5100542EPA 5030B 0.2 100-41-4 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Iodomethane10 5100542EPA 5030B 1.7 74-88-4 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 5100542EPA 5030B 0.7 591-78-6 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Methylene Chloride 1.0 5100542EPA 5030B 0.6 75-09-2 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 5100542EPA 5030B 0.9 78-93-3 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)50 5100542EPA 5030B 1.0 108-10-1 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L1Styrene1.0 5100542EPA 5030B 0.3 100-42-5 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 5100542EPA 5030B 0.4 630-20-6 10/23/15 11:4210/23/15 06:45 NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 1.0 5100542EPA 5030B 0.5 79-34-5 10/23/15 11:4210/23/15 06:45 Page 35 of 184