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2.0 FLUID-LEVEL MONITORING <br /> from all monitoring wells. See Table 1 for fluid- <br /> Fluid-level monitoring is performed quarterly <br /> level monitoring data collected from October 1990 through April 1993. See Figure 3 for the <br /> ground water elevation contour map based on the April 2, 1993, fluid-level monitoring data. <br /> Refer to Appendix A for a description of fluid-level monitoring procedures. <br /> 3.0 GROUND WATER SAMPLING <br /> On April 2, 1993, ground water samples were collected from monitoring wells at the site in <br /> accordance with standard regulatory protocol (Appendix A). Ground water samples were <br /> submitted to a state-certified laboratory and analyzed for total petroleum hydrocarbons quantified <br /> as gasoline (TPH-G) using EPA Methods 5030 and 8015; total petroleum hydrocarbons as diesel <br /> (TPH-D) using EPA Methods 3510, 3520, and 8015; and benzene, toluene, ethylbenzene, and <br /> total xylenes (BTEX) using EPA Methods 5030 and 8020. The results of ground water sample <br /> analysis are listed in Table 1 and shown in Figure 4. Refer to Appendix B for a description of <br /> analytical methods, copies of the official Laboratory and Quality Assurance/Quality Control <br /> Reports, and Chain of Custody Records. <br /> 4.0 SUMMARY OF INTERIM RENIEDIATION <br /> Manual pumpouts for interim remediation of ground water began in March 1992 for AW-3, and <br /> in April 1992 for AW-9. As of April 1993, 2,410 and 3,005 gallons of ground water has been <br /> rmed <br /> periodically removed from AW-3 and , respectively. <br /> additianal 5,780 gallons pumping <br /> ground,wate�f om <br /> April 13 through April 16, 1993, evacuated an <br /> AW-9, for a total evacuated volume of 11,195 gallons. Recovered ground water was properly <br /> disposed of at Liquid Waste Management, Inc., McKittrick, California, by Balch Petroleum, <br /> Inc., Milpitas, California. Interim remediation is conducted in accordance with San Joaquin <br /> Count Public Health Services guidelines. <br /> r y <br /> 5.0 FINDINGS AND CONCLUSIONS <br /> The average depth to ground water at the site is approximately 10.4 feet below grade <br /> (fbg). The hydraulic gradient at this site is directed toward the north/northeast with <br /> a magnitude of 0.01 foot per foot. Depth to water, gradient direction, and magnitude <br /> are consistent with previous monitoring events. <br /> No free product was observed in any well at the site. <br /> No dissolved-phase TPH-G was detected at or above reported detection limits in the <br /> F onsite or offsite wells. Benzene was present in detectable concentrations icy t1 4Z <br /> rY 1 <br /> ppb) and AW-10 (0.54 ppb). BTEX concentrations were below laboratory detection <br /> limits in the remaining wells sampled. TPH-D was present in AW-3, AW-10, and <br /> AW-12 (120, 92, and 63 ppb, respectively). Ground water samples from AW-3 have <br /> 2 <br />