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' 15 August 2005 <br /> AGE-NC Project No 97-0300 <br />' Page 2 of 4 <br /> 2 2 GROUND WATER SAMPLING <br /> Following well purging, the ground water level in the monitoring wells were allowed to achieve a <br />' minimum of 80 percent recharge prior to sample collection Ground water samples were collected <br /> from MW-1 and MW-2 utilizing new,disposable polyethylene bailers and from MW-3 using both <br /> the new polyethylene bailer and a stainless steel bailer, and transferred to one 1-liter amber bottles <br />' without a preservative and 40-m1 EPA-approved volatile organic analysis (VOA) vials containing <br /> 0 5 ml 18% hydrochloric acid as a sample preservative Care was taken to ensure that visible air <br /> bubbles were not present in the vials after filling and capping Ground water sample containers were <br />' labeled with the well designation, date,time, and sampler's initials <br /> 2 3 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> Each ground water sle was gged on a chain-of-custody form,placed in a chilled container and <br />' transported to er-atory (CAL), a California Department of Health Services <br /> (DHS)-certified laboratory (#24M for analysis for VM <br /> 41 Ix3 <br /> t ` - Total petroleum hydrocarbons quantified as gasoline, diesel and motor oil (TPH-g, TPH-d <br /> and TPH-mo, respectively) by EPA Method 8015M, <br />' - Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary butyl ether <br /> (MTBE) by EPA Method 8260, <br />' - Ethylene dibromide(EDB), 1,2-dichloroethane(1,2-DCA), tert-butanol(TBA),di-isopropyl <br /> ether (DIPE), ethyl tertiary butyl ether (ETBE), tertiary amyl methyl ether (TAME) and me+lt4md <br /> MTBE by EPA Method 8260 "t'"°f J <br /> I <br />' 3.0. FINDINGS <br /> Ground water elevation, flow direction and gradient were determined from field data collected on <br />' 07 April 2005, the contaminant Impact to ground water was assessed from the ground water <br /> laboratory data <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water in wells MW-1, MW-2 and MW-3 were measured between 48 26 and <br />' 48 88 feet below the tops of the well casings Ground water elevations at the site were calculated to <br /> be between 31 10 feet and 31 17 feet below mean sea level, groundwater elevations are depicted In <br /> Figure 3 On 07 April 2005, the general ground water flow direction at the site was inferred to be <br /> Advanced GeoEnvironmental,Inc <br />