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QA/QC procedures were exercised. The water quality samples collected from the French <br /> Camp Landfill appear to be generally representative of water quality at the site. <br /> 4.3 GROUNDWATER ELEVATIONS AND CONTOURS <br /> Prior to purging and sampling, each well was sounded for water depth using a weighted <br /> electronic sounder, and the static water level was recorded on a Well Data Sheet <br /> (Appendix Q. The groundwater elevations were calculated for each well by subtracting <br /> the depth-to-water measurement from the top-of-casing reference elevation. The current <br /> and historical groundwater elevation data for the French Camp Landfill is summarized in <br /> Table 5. <br /> The groundwater elevation data obtained during the monitoring period were used to <br /> generate the groundwater elevation contour maps shown on Figures I A and I B, which <br /> indicates that groundwater generally flows to the southeast with an average hydraulic <br /> gradient of 0.002 ft/ft. <br /> To calculate the approximate linear groundwater flow velocity for the site, conservative <br /> assumptions were used, including a hydraulic conductivity of 0.014 cm/sec, and an <br /> estimated effective porosity of 35 percent(CH2M Hill 2000). An estimated range in <br /> groundwater flow velocity was calculated using Darcy's Law: <br /> Ki CM 0.002 sec- ft <br /> V _ [(0.014 —)* —]* 2835 0.227 ft/day <br /> ne sec 0.35 cm - day <br /> where: V=Groundwater flow velocity. <br /> K=Hydraulic conductivity of the water-bearing unit(0.014 cm/sec). <br /> i=Hydraulic gradient: i�0.002 for the site during the monitoring period. <br /> n,=Effective porosity(n,=0.35);an estimated value. <br /> The groundwater flow rate is calculated to be 0.227 feet/day(83 feet/year). <br /> 4.4 DETECTION MONITORING PROGRAM <br /> Field and laboratory results from the current monitoring period for DMP monitoring <br /> wells (MW-6A, MW-7A, MW-8A,MW-9A, MW-913, and MW-1 OA) are summarized in <br /> Table 2 and time-series plots are presented in Appendix D. As shown in the time-series <br /> plots, general chemistry and metals constituent concentrations are generally consistent <br /> with historical concentrations. However, constituent concentrations of bicarbonate, <br /> calcium, chloride, magnesium,nitrate as nitrogen, specific conductance, sulfate, and total <br /> dissolved solids (TDS)measured in the samples collected from wells MW-I OA and/or <br /> MW-9A have exhibited decreasing concentrations since 2010. <br /> During the monitoring period, chloroform and trichlorofluoromethane (TCF ) were <br /> measured above the PQL in the samples collected from wells MW-6A and MW-9A, <br /> respectively, and a notification letter was sent to the RWQCB of these VOC detections <br /> C:\zou-oosnFc_zsnu.aoe 3 Geo-Logic Associates <br />