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Mr Cecchim <br /> August 24, 1993 - <br /> Page 2 <br /> disposable nylon cord. The filled bailer was retrieved, emptied, then filled again. The <br /> ground water from this bailer was then decanted into appropriate laboratory supplied <br /> glassware The containers were filled such that no headspace was present in the samples <br /> in order to avoid volatilization of the sample. The filled sample containers were then <br /> labeled and placed in a cooler under ice for transport under chain of custody documentation <br /> to ESE's California certified laboratory in Peoria, Illinois ESTE then documented the <br /> sampling procedures on the attached Well Sampling Field log(Attachment A). Purge water <br /> was stored in labeled drums and remains on site in a secure area of the site. <br /> A trip blank consisting of deionized water, was provided by the ]ESE laboratory as a check <br /> on sample handling procedures. The trip blank accompanied the samples to the laboratory. <br /> The ground water sample from UST-1 and accompanying trip blank were analyzed at the <br /> laboratory for: <br /> Total Petroleum Hydrocarbons (TPH) as gasoline and diesel using EPA Methods <br /> 3350.8015 and 5030/8015 Modified, and <br /> o Benzene, Toluene, Ethylbenzene, and Xylenes (BTEX) using EPA Method 8020. <br /> The two ground water supply wells, designated "small well" and 'big well", were sampled by <br /> Mr. Robert Cecchini on June 17, 1993 at the request of the PHS-ED. Theses samples were <br /> submitted to and analyzed by Fruit Growers Laboratory (IFGL) of Stockton, California for <br /> a the following analysis: <br /> G TPH - as gasoline and diesel using EPA Method 8015 modified, <br /> Purgeable Halocarbons using EPA Method 601, <br /> G Colliform, <br /> C Gross Alpha, General Mineral Analysis, <br /> O Color, Odor and Turbidity, <br /> Inorganics - drinking water, <br /> G volatile halogenated organic - drinking water, and <br /> O Pesticides and PCBs - drinking water. <br /> Findings <br /> The ground water levels in wells SI-1, SI-2, SI-3 and UST-1 on July 28, 1993 were <br /> approximately 82 feet below the top of casing. No free product was observed. ESE noted <br /> that the interior of well UST-1 was clean and free of surface leakage. Table 1 - Ground <br /> Water Monitoring Well Measurements tabulates water level measurements and elevation <br /> calculations for these wells and Figure 2 - Relative Ground Water Elevation July 28, 1993 <br /> shows these data in map view. The ground water elevation data were not able to be <br /> contoured because of the extremely flat surface projected. <br /> a <br />