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2.0 Groundwater Monitoring Program <br /> Groundwater samples were collected by Bryan A. Stirrat and Associates from two background <br /> monitoring wells (MW-6A and MW-7A), three detection monitoring wells (MW-9A, MW-9B, <br /> and MW-l0A), and one evaluation monitoring wells (MW-2) during the third quarter 2006 <br /> monitoring event. Bryan A. Stirrat and Associates reported that detection monitoring well MW- <br /> 8A could not be located and evaluation monitoring well MW-lA was dry during the third quarter <br /> 2006. <br /> The analytical results from samples collected at these wells are used to determine potential <br /> landfill-related impacts. The well screens for MW-IA and MW-2 are located in waste material. <br /> The analytical results from MW-lA and MW-2 are used to evaluate the changes in water quality <br /> within the landfill. <br /> During the third quarter 2006 monitoring event, analysis for field parameters (pH, specific <br /> conductance, temperature, and turbidity) and monitoring parameters (barium, bicarbonate, <br /> calcium, carbonate, chloride, magnesium, nitrate, potassium, sodium, sulfate, and total dissolved <br /> solids [TDS]) was performed for the background monitoring wells, detection monitoring wells, <br /> and evaluation monitoring wells. <br /> 2.1 Results for Detection Monitoring Wells <br /> Third quarter 2006 field and laboratory sampling results from background and detection <br /> monitoring wells are summarized on Table 2.2, along with the concentration limits determined <br /> from background monitoring well data. The historical groundwater data for the background and <br /> detection monitoring wells are presented in Appendix D. The data are graphed on time series <br /> concentration plots in Appendix E. For VOCs, only those VOCs with third quarter 2006 <br /> detections in background or detection monitoring wells were plotted. The concentration limits <br /> were developed using data collected through the third quarter 2006. The statistical analysis <br /> calculations are presented in Appendix E. A copy of the statistical analysis methodology is <br /> presented in Appendix C. <br /> As presented on Table 2.2, the following constituents exceeded their respective concentration <br /> limits: barium at MW-9B, chloride at MW-9B, potassium at MW-9B and MW-10A, and <br /> temperature at MW-9A, MW-9B, and MW-10A. Monitoring wells MW-9A and MW-9B <br /> exhibited pH values higher than the concentration limit range. The chloride concentrations (with <br /> high specific conductance values) could indicate a saltwater intrusion to the groundwater. The <br /> French Camp Landfill is within the central Stockton area impacted by saltwater intrusion (Fourth <br /> Quarter/Annual 1999 Monitoring Report, French Camp Landfill, CH2M HILL, January 2000). <br /> Historical data from the background and detection monitoring wells were evaluated for temporal <br /> trend using Sen's Slope trend analysis. Graphs of the Sen's Slope analyses are included in <br /> Appendix E. There were no constituents that both exceeded their concentration limits and <br /> exhibited increasing trends according to Sen's Slope analysis. The following constituents <br /> exhibited an increasing trend, but did not exceed their respective concentration limits: barium at <br /> MW-9A, chloride at MW-l0A and sulfate at MW-9B. Sen's Slope analysis identified decreasing <br /> trends in the following constituents: barium at MW-9B, nitrate at MW-8A and MW-10A, sulfate <br /> at MW-7A, and turbidity at MW-7A, MW-9A, and MW-10A. As noted above, MW-6A and <br /> MW-7A are background monitoring wells, and trends in the groundwater quality at these wells <br /> are not indicative of an impact from the facility. <br /> 2 <br />