Laserfiche WebLink
' 25 May 2001 <br /> AGE-NC Project No. 95-01.00 <br /> 1 Page 2 of 4 <br /> 2.2. GROUND WATER SAMPLING <br />' Following well purging, ground water levels in the monitoring wells were allowed to achieve a <br /> minimum of 80 percent recharge of the initial water level prior to sample collection. Ground water <br /> samples were collected from the purged wells utilizing new, disposable polyethylene bailers and <br /> three 40-m1 volatile organic analysis (VOA) vials containing 0.5 ml 18% hydrochloric acid as a <br /> sample preservative. Care was taken to ensure that visible air bubbles were not present in the vials <br /> after filling and capping. Ground water sample containers were labeled with the well designation, <br /> date, time, and sampler's initials. <br /> 1 <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> ' Method 8015 Modified, <br /> • Volatile aromatic compounds - benzene, toluene, ethylbenzene'and total.xylenes (BTEX) <br /> with methyl tertiary-butyl ether(MTBE) in accordance with EPA Method 8020, <br /> • Oxygenated fuel additives - di-isopropyl ether (DEPE), ethyl tertiary butyl ether (ETBE), <br /> MTBE, tertiary amyl methyl ether(TAME) and tertiary butyl alcohol (TBA) in accordance <br /> '. EPA Method 8260 Modified. <br /> 3.0. FINDINGS <br /> Ground water elevation., flow direction and gradient were determined from field data collected on <br /> ' . 14 February and 07.May 2001; the contaminant impact to ground water was assessed from the <br /> ground water laboratory data. <br /> 3,1.1 GROUND WATER ELEVATION/FLOW DIRECTION AND GRADIENT. <br /> ' The ground depths to h MW-3 were measured between 47.38 and 48.38 <br /> p �' d water in wells MW-I through <br /> feet below the tops of well casings on 14 February and between 47.37 and 48.29 feet below the tops <br /> ' <br /> of well casings on 07 May; the groundwater elevations were calculated to-be between 67.87 feet and' <br /> 67:07 feet below mean sea level (msl) on 14 February and to be between 67.88 'fect and 68.16 feet <br /> below msl on 07 May 2001. Ground water elevation at the site decreased an average.1.3 feet between <br /> 7 - the-November--2000 andtheFebruary.2001-groundwater monitoring events and-increased.an average:•- . <br /> 0.05 feet between the February and May 2001 ground water monitoring events. The ground water <br /> elevation data collected during the February and May 2000 ground water monitoring events are <br /> ' depicted in Figure 3. Ground water flow direction for the area bound by the ground water wells was <br /> generally toward the northwest at a gradient of 0.001 ft/ft, or approximately 5.3 feet per mile during <br /> ,both sampling events. <br /> Advanced CeoEnvironmental, Ine. <br />