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04 February 2000 <br /> AGE-NC.Project No. 98-0433 <br /> ' Page 2 of 5 <br /> samples were then collected from each well using a new disposable plastic bailer. Each water sample <br /> ' was transferred into three chilled 40-m1 volatile organic analysis (VOA) vials containing 0.5 ml <br /> hydrochloric acid(18%) as a sample preservative and one 1-liter amber bottle lacking preservative. <br /> After collection,the samples were labeled and placed in a chilled container for transportation under <br /> ' chain-of-custody to McCampbell Analytical Laboratories (MAI), a DHS-certified analytical <br /> laboratory. Each sample was analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> accordance with EPA Method 8015 Modified; <br /> ' Volatile aromatic hydrocarbons: benzene, toluene, ethyl benzene and total xylene (BTEX) <br /> in accordance with EPA Method 8020 and <br /> ' Oxygenated fuel additives: methyl butyl ether (MTBE), tertiary butyl alcohol (TBA), di- <br /> isopropyl ether (DIPE), ethyl tertiary butyl ether (ETBE) and tertiary amyl methyl ether <br /> (TAME) in accordance,with EPA Method 8260 Modified <br /> 2.3. DOMESTIC WELL SAMPLE COLLECTION <br /> A water sample was collected from the domestic drinking water well located on the Jimco site. The <br /> well pump was operated for one minute. A sample was collected from the dedicated sample tap on <br /> ' the well head; the sample was collected in three chilled 40-m1 VOA vials containing 0.5 ml <br /> hydrochloric acid(18%)as a sample preservative and a one 1-liter amber bottle lacking preservative. <br /> The labeled sample was stored in a chilled container and transported under chain-of-custody to MAI <br /> to be analyzed for constituents listed in Section 2.2. <br /> 3.0. FINDINGS <br /> Ground water elevations and flow direction were calculated from field data and observation and <br /> petroleum-hydrocarbon impact was quantified through laboratory analysis of ground water samples <br /> collected over the last quarter. <br /> 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> Depth to ground water at the site ranged from 18.42 to 20.16 feet below well casing tops. The data <br /> indicates an average decrease of the ground water elevation at the site of 1.49 feet since the previous <br /> quarterly monitoring event. The ground water elevations at the site ranged from 38.63 feet to 38.75 <br /> Advanced GeoEnvironmcntal,Inc. <br />