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1.0 Surface Water Monitoring <br /> Surface water samples were collected by ATC Associates Inc. during the fourth quarter 2007 <br /> monitoring event from surface water monitoring points SW-1, SW-2, and SW-3. Upstream <br /> surface water monitoring points SW-1 in Walker Slough and SW-2 in French Camp Slough are <br /> sampled to provide background monitoring data. Surface water monitoring point SW-3 is <br /> downstream at the confluence of the sloughs. <br /> The Waste Discharge Requirements(WDRs) stipulate quarterly analysis for field parameters(pH, <br /> specific conductance, temperature, and turbidity) and monitoring parameters (bicarbonate, <br /> calcium, carbonate, chloride, magnesium, nitrate, potassium, sodium, sulfate, total dissolved <br /> solids [TDS],and volatile organic compounds [VOCs]). <br /> Fourth quarter 2007 field and laboratory sampling results from surface water monitoring points <br /> are summarized on Table 2.1,along with the concentration limits determined from upstream data. <br /> The historical surface water data are presented in Appendix A. The data are graphed on time <br /> series concentration plots in Appendix B. The concentration limits were calculated from data <br /> collected through the fourth quarter 2007. Information on the development of the concentration <br /> limits can be found in the Fourth Quarter/Annual 1999 Monitoring Report, French Camp <br /> Landfill prepared by CH2M HILL in January 2000. The statistical analysis calculations are <br /> presented in Appendix B. A copy of the statistical analysis methodology is reproduced in <br /> Appendix C. <br /> There were no constituents that exceeded concentration limits at SW-3 during the fourth quarter <br /> 2007 monitoring event. <br /> Historical data from the surface water sampling points were evaluated for temporal trend using <br /> Sen's Slope trend analysis. Graphs of the Sen's Slope analyses are included in Appendix B. <br /> Only turbidity at SW-1, SW-2, and SW-3 exhibited an increasing trend according to the Sen's <br /> Slope analysis. As noted above, SW-1 and SW-2 are background surface water monitoring <br /> points, and trends in the surface water quality at these points are not indicative of an impact from <br /> the facility. Given that turbidity exhibits a statistically significant increasing trend at background <br /> surface water monitoring points SW-1 and SW-2,the increasing trend in turbidity at SW-3 should <br /> be considered reflective of regional impacts and/or non-facility impacts. <br /> There were no VOCs detected at surface water monitoring points during the fourth quarter 2007 [ <br /> monitoring event. <br /> Soil cover has been placed over the waste material to prevent ponding of stormwater and to <br /> protect surface water. In addition, a perimeter ditch directs stormwater to a basin in the southeast <br /> corner of the site. A smaller ditch collects stormwater from the grinding area in the northeast r <br /> corner of the site. Inspection and maintenance procedures for these stormwater control structures Il <br /> are provided in the site's Stormwater Pollution Prevention Plan. The facility reported that these <br /> control structures effectively directed stormwater from the waste material during the fourth <br /> quarter 2007. <br /> 2.0 Groundwater Monitoring Program <br /> Groundwater samples were collected by ATC Associates Inc. from two background monitoring l <br /> wells (MW-6A and MW-7A) and four detection monitoring wells (MW-8A, MW-9A, MW-913, <br /> and MW-10A) during the fourth quarter 2007 monitoring event. The analytical results from { <br /> samples collected at these wells are used to determine potential landfill-related impacts. t <br /> 1 I <br />