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• 26 July 2002 <br />' AGE-NC Project No. 95-0100 <br /> Page 2 of 4 <br />' 2.2. COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br />' Groundwater samples were collected frommonitoring wells MW-1,MW-2,MW-3,MW-5 and MW- <br /> 6 after allowing the wells to achieve a minimum of 80 percent recharge of the initial casing water <br /> level; a ground water sample was collected from well MW-4 after allowing the well to achieve a 66 <br /> percent recharge after 3 hours. Ground water samples were collected utilizing the dedicated <br /> disposable,polyethylene bailers and transferred to three 40-m1 volatile organic analysis (VOA) vials <br /> containing 0.5 ml 18% hydrochloric acid as a sample preservative; care was taken to ensure that <br /> ' visible air bubbles were not present in the vials after filling and capping. The samples were properly <br /> labeled, placed in a chilled container and transported under chain-of-custody to McCampbell <br /> Analytical, Inc. (MAI), a California Department of Health Services-certified analytical laboratory. <br /> ' The ground water samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified; <br /> ' • 0 Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8021 B and <br /> .• The oxygenated compounds di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), - <br /> ' MTBE, tertiary-amyl methyl ether(TAME) and-tertiary butanol (TBA), methanol, ethanol, <br /> ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with EPA <br /> Method 8260B. <br /> 1 - <br /> ' 3.0. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> ' 17 June 2002, the contaminant impact to ground water was assessed from the laboratory analytical <br /> data obtained from samples collected during the June 2002 sampling event. <br /> 3.1. GROUND WATER ELEVATION/FLOW DIRECTION AND GRADIENT <br /> The-depths to groundwater in�wells'MW_12 througli MW-6 were measured at between 49.74 and <br /> 51.07 feet below the tops of the well casings; the ground water elevations were calculated to be <br /> ' between 65.16 feet (MW-6) and 65-80 feet (MW-1) above mean sea level (MSL). <br /> • <br /> Advanced GeoEnvironmental,Inc. <br />