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28 April 2000 <br /> • AGE-NC Project No. 95-0109 <br /> Page 2 of 4 <br /> 2.2. COLLECTION OF GROUND WATER SAMPLES <br /> The depth to water was remeasured after purging to ensure a minimum of 80 per cent recharge prior <br /> to sampling. 80 per cent recharge was not obtained in MW-3 prior to sampling. Water samples were <br /> collected from each purged well using disposable plastic bailers. Immediately upon retrieval, the <br /> samples were transferred into 40-m1 EPA-approved VOA vials containing 0.5ml 18%hydrochloric <br /> acid as a sample preservative. The samples were labeled, stored on ice, and transported in a chilled <br /> container, under chain-of-custody, to McCampbell Analytical, Inc. (MAI), a State of California <br /> Department of Health Services(DHS)-certified analytical laboratory. All samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 5030/8015m; <br /> • Volatile aromatic compounds: benzene, toluene, ethyibenzene and xylenes (BTEX) and <br /> methyl tertiary-butyl ether (MTBE) in accordance with EPA method 80201602; and <br /> • Volatile organic compounds with fuel oxygenates: di-isopropyl ether(DIPE), ethyl tertiary- <br /> butyl ether(ETBE), MTBE, tertiary-amyl methyl ether(TAME) and tertiary butanol (TBA) <br /> in accordance with EPA Method 8260/8260m. <br /> Samples collected from MW-7, MW-8, MW-9, MW-12, MW-13, MW-14 and EW-1 were also <br /> analyzed for volatile halocarbons in accordance with EPA Method 601. <br /> Samples collected from MW-9 and MW-14 were also transferred into one-liter amber bottles without <br /> added preservative. These samples were transported to A. Keith Kaufman in Culver City and <br /> analyzed for physicochemical properties and microbiological enumeration. <br /> 3.0. FINDINGS <br /> Ground water elevation and flow direction were calculated from field data; hydrocarbon-impact to <br /> ground water was inferred from laboratory analysis of the ground water samples. <br /> 3.1. GROUND WATER GRADIENT AND DIRECTION <br /> The depth to ground water ranged from 49.81 feet bsg north of the site to 52.40 feet bsg south of the <br /> site during the March 2000 monitoring event. The ground water elevation in MW-14 did not match <br /> the surrounding data. Also the change in ground water elevation was nearly a foot greater than in the <br /> surrounding wells. Data from MW-14 does not appear to be accurate and was therefore not used to <br /> • create the ground water elevation map. Data from the remaining wells indicates an average 0.73-foot <br /> Advanced CcoEnvironmental,Inc. <br />