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7-Eleven/Stockton <br /> February 1990 <br /> Groundwater extracted from the pumping wells is treated <br /> through an air-stripping tower prior to discharge to the sanitary <br /> sewer system. Every two weeks, laboratory analyses are conducted <br /> on the influent to and effluent from the air-stripping tower for <br /> the presence of concentrations of BTEX and TPH-as-gasoline in <br /> order to verify compliance with requirements imposed by the <br /> Stockton Municipal Utilities District and the San Joaquin County <br /> Air pollution Control District. The influent and effluent <br /> concentrations of BTEX and TPH-as-gasoline for the samples <br /> analyzed during this period are tabulated on Table 2 (Appendix A) <br /> and the laboratory results are included in Appendix c. The air- <br /> stripping tower effluent sample results were below the laboratory <br /> method detection limits (MDI,) for BTEX and TPH-as-gasoline during <br /> each sampling interval conducted during this reporting period. <br /> in addition to the BTEX and TPH-as-gasoline analyses, the air- <br /> stripping tower effluent is sampled and analyzed once a month for <br /> r„ the presence of metals. Laboratory analyses are performed for <br /> the presence of lead, cadmium, chromium, copper, nickel, and <br /> zinc. For all sampling rounds, the sample analyses results <br /> indicate that the levels of these metals in the discharge were <br /> - below the specified discharge limits. These results document <br /> that the air-stripping system is not exceeding the permitted <br /> discharge requirements. The results of the analyses for metals <br /> w are tabulated on Table 5 (Appendix A) and the laboratory results <br /> am included in Appendix C. <br /> SUMMARY <br /> Groundwater monitoring data have documented an increase of <br /> the water table elevation by approximately 1.30 feet during this <br /> reporting period. The groundwater gradient remains in an <br /> easterly direction, except in the areas within the capture mons <br /> of the pumping well. The gradient was approximately 0.002 ft/ft <br /> during the three month period. [4 GROUNDWATER <br /> - <br /> TECHNOLOGYINC. <br />