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I , i <br /> t <br /> II F r M I i <br /> . 20 December 2001 <br /> AGE-NC Project No 96-0235 <br />' T P*'2 of 5 <br /> , 1 <br /> 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> I <br /> Water samples were collected-from each purged well using new disposable plastic,bailers Each , M <br />' water sample was transferred into 40-m1 VOA vials containing 0 5 ml 18% hydrochloric acrd as a <br /> sample preservative and into 1-liter amber bottles without preservative After collection,the samples <br /> were properly labeled, placed in a chilled container and transported under cham-of-custody to <br />' McCampbell Analytical, Inc (MAI), a State of California Department'of Health Services (DHS)- <br /> certified analytical laboratory, and were analyzed for <br />' • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and as diesel (TPH-d) m <br /> y accordance with EPA Methods 5030/8015 and`3550/8015, respectively, <br />' • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and the oxygenated ether methyl <br /> tertiary-butyl ether (MTBE) in accordance with EPA Method 602/8020, and for <br /> • Fuel oxygenates - di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), MTBE, <br />' tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), methanol, ethanol, ethylene <br /> dibromide (EDB) and 1,2-dichloroethane(1,2-DCA) in accordance with EPA Method 8260 <br />' Modified <br /> 3.0. FINDINGS <br /> Ground water elevation and flow direction were inferred from field data, hydrocarbon--impact to <br /> groundwater was quantified by laboratory,analysis of the ground water samples Field observations, <br /> results of laboratory analysis of ground water samples and a discussion of data collected during field <br /> work follows <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> I L a <br /> 4 s l f I I <br /> -The casing elevation of each well was previously surveyed relative to a City of Stockton benchmark - <br /> The elevation of ground water in each well was calculated by subtracting the depth,to ground water <br /> from the surveyed casing elevations (Table 1) Depths to ground water ranged from 16 91 feet to <br /> 19 79 feet below the'tops of the well casings Ground water elevations at the site ranged from <br /> 1120 feet in MW-5 to 13 33 feet below mean sea level(MSL) in MW-2 The average groundwater <br /> elevation decreased approximately 0 64 feet in the wells <br /> To infer ground water flow direction, the ground water elevation data was divided into two sets <br /> based on the well screen intervals Ground water was between 20 21 and 22 30 feet above the <br /> screened intervals in monitoring wells MW-1, MW-2, MW-613, MW-8B, MW-9, MW-11B, <br /> Advanced GeoEnviromriental,Inc <br /> u <br />