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i <br /> 27 September 1996 <br /> AGE-NC Project No 95-0104 <br /> Page 2 of 4 <br /> 2 2 GROUND WATER SAMPLING <br /> Monitoring wells MW-1 through MW-4 were allowed to recover for a minimum of one hour prior <br /> to sample collection Ground water samples were collected utilizing disposable polyethylene bailers <br /> and new nylon rope Sufficient sample was collected from each well to fill three 40-m1 EPA vials <br /> containing hydrochloric acid as a preservative for the samples Care was taken to ensure that visible <br /> an-bubbles were not present in the VOAs after filling and capping Ground water sample containers <br /> were labeled with the well designation, date, time, and sampler's initials <br /> I2 3 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> IAfter collection, each sample was logged on a chain-of-custody form, placed in a chilled container <br /> and transported to Alpha Analytical Laboratories (AAL), a California state-certified laboratory for <br /> analysis of hazardous materials Each sample was analyzed for total petroleum hydrocarbons (TPH- <br /> g), volatile aromatics (benzene, toluene, ethylbenzene and xylenes BTE&X), methyl-tertiary butyl <br /> ether (MTBE) and halogenated volatile organic compounds (HVOCs) in accordance with EPA <br /> methods 5030, 602, 5030/602 and 601, respectively <br /> 3 0. FINDINGS <br /> 31 RELATIVE GROUND WA rER ELEVATION AND GRADIENT <br /> The relative ground water surface elevation as measured on 08 August 1996 is depicted in Figure 3 <br /> The ground water depths in wells MW-1 through MW-4 ranged between 70 10 and 70 65 feet below <br /> the tops of the well casings Between April and August 1996, ground water elevation decreased an <br /> average of 6 22 feet The tops of the screened intervals in wells MW-2, MW-3 and MW-4 are <br /> between nine and ten feet below the ground water surface <br /> In August 1996, the gradient was calculated to be 0 010 ft/ft or approximately 53 feet per mile <br /> g g PP Y <br /> directed S 70°E Between April and August 1996, ground water flow direction beneath the site <br /> rotated approximately 48' from northeast to southeast <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> During the August 1996 sampling, TPH-g and toluene were detected in the sample collected from <br /> 1\4W-1 at concentrations of 360 and 0 59 parts per billion (ppb, reported as nucrograms per liter), <br /> respectively Other target petroleum hydrocarbons were not detected in samples collected during the <br /> August 1996 sampling Analytical results of TPH-g and BTE&X in ground water are summarized in <br />