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Interim Ground-Water Monitoring Activities <br /> fr <br /> i The SJCPHS-EHS then required that ground-water monitoring be undertaken for six months, <br /> from August 1994 through January 1995. Samplings of MW-4, MW-5, and MW-6 were <br /> performed in September and December of 1994. Soundings were performed monthly. Local <br /> tidal influences (clock-times and heights) at Stockton were converted monthly from available <br /> tidal table information on the dates of soundings of the three wells. The Project Status Report <br /> of Ground-Water Monitoring (W.W. Irwin, Inc., January 30, 1995) contained data which, until <br /> l.j the Problem Assessment Report was issued on August 8, 1995, were the most recent regarding <br /> site conditions at Village West Marina. <br /> Problem Assessment and Completions of MW-7 and MW-8 <br /> - On July 3, 1995, W.W. Irwin, Inc. directed the drilling, logging, and sampling of <br /> Hydropunches'HP-7, HP-8, HP-9, and HP-10. HP-7 and HP-8 were completed as monitoring <br /> wells MW-7 and MW-8 after ground-water samples collected for "rushed" analyses of gasoline <br /> .: and diesel analytes at Sherwood Labs in Hilmar were found nondetectable. The new monitoring <br /> wells were drilled, sampled, and completed in order to determine the horizontal and vertical <br /> extent of soil and ground-water contamination. The new monitoring well locations are initially <br /> -. depicted on the Site PIan, Figure 2. <br /> Each sample collected from HP-7, HP-8, HP-9, and HP-10 was analyzed for the presence of <br /> Total Petroleum Hydrocarbons as gasoline (TPH-g) by modified EPA Method 801515030, Total <br /> Recoverable Petroleum Hydrocarbons as diesel (TRPH-d), and the volatile aromatics benzene, <br /> toluene, ethylbenzene, and total xylenes (BTEX) by EPA Method 8020. All soil analytical <br /> results are listed in Table 1. The laboratory reports and accompanying chain.-of-custody are <br /> included as Appendix D. <br /> Detectable, primarily fractional BTEX analytes were detected only in soil samples collected from <br /> HP-7 at 15 feet, and from HP-9 at 15 feet. The highest TPH-g result was 3 mg/Kg, revealed <br /> in the sample collected from HP-9. TRPH-d results were wholly nondetectable. <br /> 1 HydropunchTa' ground-water samples were collected from HP-7 at 19 feet; from HP-8 at 21.5 <br /> feet; from HP-9 at 23.5 feet; and from HP-10 at 21.5 feet bsg. Boring logs of HP-7, HP-8, HP- <br /> 9, and HP-10 are included within Appendix B. HP-9 yielded the only sample impacted with <br /> elevated concentrations of TPH-g and benzene. Table IA lists the analytical results of the <br /> Hydropunch' ground-water samples submitted to Sherwood Labs Corporation of Hilmar, <br /> California. <br /> w.w.lmiL Inc. <br /> Project No.33016.06 <br /> octolm 1993 6 <br /> I <br />