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Er_ <br /> 4 May 1995 <br /> AGE-NC-95-0118 <br /> �. ; Page 2 of 4 <br /> of the former underground storage tank (UST), and advanced to a depth of 38 feet. TPH-g and <br /> BTE&X were detected at depths between 25 and 35 feet. During drilling, ground water was <br /> encountered at 36 feet. <br /> On 30 August 1994, three additional borings were drilled at the site to depths of 49 feet and <br /> completed as 2-inch ground water monitoring wells MW-1, MW-2 and MW-3. A total of 13 soil <br /> samples were analyzed for TPH as gasoline and BTE&X. <br /> Laboratory analyses detected TPH-g in 6 of the 13 samples analyzed. TPH as gasoline and BTE&X <br /> were detected in all four soil samples from B-1. The highest concentration of gasoline was detected <br /> in B-1 at a depth of 30 feet at 3,200 ppm. TPH-g and BTE&X were detected in two samples from <br /> MW-3; toluene was detected in one sample from MW-2; and xylenes were detected in three samples <br /> from MW-2. Noetroleum hydrocarbons were detected in samples from MW-1. <br /> p <br /> 2.4. GROUND WATER MONITORING <br /> 44 f The ground water monitoring wells were initially monitored and sampled in September 1994. The <br /> groundwater gradient was calculated to be 0.0029 ft/ft(0.17°) flowing southeast. <br /> ! Results of the groundwater samples indicated that TPH-g was detected in MW-1, MW-2 and MW-3 <br /> at concentrations of 280 pg/l(parts per billion: ppb), 9,500 ppb and 1,200 ppb, respectively. BTE&X <br /> were detected in samples from MW-2 and MW-3 at concentrations up to 1,600 ppb (toluene, MW-2). <br /> No BTE&X were detected in MW-1. The analytical results of all ground water samples are <br /> summarized in Table 2. <br /> 3.0. PROCEDURES <br /> 3.1. MONITORING WELL PURGE PROCEDURES <br /> On 10 May and 19 June 1995, the water level in each well was measured relative to the top of the <br /> casing using a Solinst water level meter(Table 1). After water levels were measured on 19 June 1995, <br /> approximately 6 gallons of water(a minimum of three well volumes) were evacuated from each well <br /> using a PVC bailer. Temperature, pH and conductivity were measured at one-gallon intervals using <br /> - an ICM model 52200 water analyzer. Stabilization data and field Iogs are included in Appendix A. <br /> The purged water was stored on-site in 55-gallon drums. <br />