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Groundwater <br /> Monitoring and Field Parameters <br /> Monitoring results for the first semester sampling event(Table 2) indicate that the concentrations of field and <br /> monitoring parameters are below established concentration limits where limits could be established for all <br /> wells, with the exception of new well MW-1A where sodium, chloride, and sulfate were slightly exceeded. <br /> In addition, concentration limits for chloride were also slightly exceeded in MW-3 and MW-5. Groundwater <br /> elevations for the 2nd quarter 2014 are similar to previous results (Table 3). <br /> Two VOCs were reported in concentrations not exceeding 1.4 ppb at MW-3 in the samples collected in <br /> January 2014 (Table 2). VOCs have periodically been detected in MW-3 since the 1St Quarter 1995 <br /> sampling event. In response to recent detections of VOCs in well MW-3 that started during the 1st Semester <br /> 2011 sampling event,the County has increased the corrective action(landfill gas collection)to correct this <br /> situation. Improvements installed in the second semester 2011 include the replacement LFG well GX-2A <br /> and increase in LFG pipe size to better serve GX-7 and-9. Efforts to further increase LFG collection <br /> continue. <br /> The County suspects that this new detection of VOCs at MW-3 is related to the placement of a gas-tight <br /> HDPE membrane over Area"I"refuse (see Compliance History, above). Placing a plastic cover over <br /> unlined refuse can reduce natural venting of LFG and increase transport of VOC-containing LFG through the <br /> vadose zone towards the water table. Detection at that time, approximately five years after installing the <br /> liner over refuse, is consistent with the lag time experienced for other actions at this landfill. <br /> VOCs were not detected in any other well during this sampling. <br /> Surface Water <br /> Surface water samples were last taken December 15, 2012. Surface water samples were last taken upstream <br /> and downstream from the creek flowing along the eastern property boundary. <br /> Results were unremarkable. The composition of the downstream sample was equivalent to the upstream <br /> sample. For most constituents, including nitrate nitrogen and TDS, downstream concentrations were equal to <br /> or less than upstream concentrations, indicating that drainage from the property into the creek did not impact <br /> water quality(Appendix C). <br /> Note that, when flowing, surface water from adjacent properties on which cattle is grazed properties. Run- <br /> off from those properties enters the stream, and is included in the samples taken. Such run-off can carry the <br /> result of cattle defecation and residue of any agricultural chemicals applied. <br /> Storm Water <br /> Storm water was not sampled during the 1St Semester 2014. Storm water was last sampled from discharge <br /> points SW-UP and SW-DWN in December 2012 (Appendix C). Results were unremarkable. <br /> Leachate <br /> Waste Discharge Requirements require monitoring leachate flow rate,pH, and Electrical Conductivity on a <br /> monthly basis (Table 4). Leachate volumetric data for several months indicates reasonable average flow <br /> rates. <br /> Foothill Sanitary Landfill 8 Department of Public Works/Solid Waste <br /> 15`Semester 2014 Groundwater Monitoring County of San Joaquin—July 31,2014 <br />