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2.0 Groundwater Monitoring Program <br />is <br />Groundwater samples were collected by ATC Associates Inc. from two background monitoring <br />wells (MW -6A and MW -7A), four detection monitoring wells (MW -8A, MW -9A, MW -9B, and <br />MW- l0A), and one evaluation monitoring well (MW -2) during the first quarter 2007 monitoring <br />event. ATC Associates Inc. reported that evaluation monitoring well MW- lA was obstructed and <br />could not be sampled during the first quarter 2007. <br />The analytical results from samples collected at these wells are used to determine potential <br />landfill -related impacts. The well screens forMW-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 first quarter 2007 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 />First quarter 2007 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 />is concentration plots in Appendix E. For VOCs, only those VOCs with first quarter 2007 <br />detections in background or detection monitoring wells were plotted. The concentration limits <br />were developed using data collected through the first quarter 2007. 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, calcium at MW -10A, chloride at MW -10A, magnesium at MW -10A, <br />pH at MW -10A, potassium at MW -913 and M -10A, and temperature at MW -9A, MW -913, and <br />MW -10A. The chloride concentrations (with high specific conductance values) could indicate a <br />saltwater intrusion to the groundwater. The French Camp Landfill is within the central Stockton <br />area impacted by saltwater intrusion (Fourth Quarter/Annual 1999 Monitoring Report, French <br />Camp Landfill, CH2MHILL, 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. Chloride at W-l0A was the only constituent that both exceeded its concentration <br />limit and exhibited an increasing trend according to Sen's Slope analysis. The first quarter 2007 <br />chloride concentration at MW-l0A (520 mg/L) is comparable to concentrations observed at that <br />well intermittently since April 2002. <br />The following constituents exhibited an increasing trend, but did not exceed their respective <br />concentration limits: barium at MW -9A and sulfate at MW -913. Sen's Slope analysis identified <br />decreasing trends in the following constituents: barium at MW -913, pH at MW -6A, nitrate at <br />MW -8A and MW -10A, specific conductance at -7A, sulfate at MW -7A, and turbidity at <br />MW -7A, MW -9A, and MW -10A. As noted above, MW -6A and MW -7A are background <br />N <br />