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I <br /> Di SANG Trucking RLport <br /> August 31 1995 <br /> Page 4 <br /> 6 <br /> j" Condor presumed the height of the water column was governed by the top of the water <br /> I column (12 97 ft bgs prior to system start-up) and the top of the silt at 16 0 feet bgs Therefore, <br /> the height of the water column above the confining layer in August, 1995, was approximately 3 feet <br />' Based on an estimated porosity of 40% for medium sand (Todd, Groundwater Hydrology, 1980) and <br /> homogenous conditions, the cylindrical area of influence following the removal of approximately <br /> 3,800-gallons of water from MW 1 would have a radius of approximately 11 6 feet The cylindrical <br />' area of influence following the removal of approximately 15,700-gallons of water from MW1 would <br /> have a radius of approximately 23 6 feet The estimated areas of influence are shown on Figure 2, <br />' Appendix A <br />' 4.0 GROUNDWATER SAMPLING <br /> Samples were collected on August 16 and 22, 1995, following the removal of approximately <br /> 3,800-gallons and 15,700 of groundwater from MW1, respectively Prior to sample collection, the <br />' gear pump was turned off and the static water level in MW1 was measured to the nearest 0 01-foot <br /> with a battery-operated, flat-tape, water-level meter The water level measurement indicated, in <br />' both cases, the depth to groundwater was at least 80% of the pre-system start-up measurement The <br /> groundwater sample was collected with a new, disposable bailer The groundwater sample was <br /> transferred to 40-m1 glass VOA vials fitted with Teflon-lined caps and Miter glass bottles Each <br /> W` vial was inverted and tapped to assure that no air bubbles were present The samples were labeled <br /> and placed in a cooler chilled with Blue Ice and delivered under chain-of-custody procedures to <br />' GeoAnalythcal Laboratories, Inc , in Modesto, California, within 24 hours of sample collection <br /> One trip blank was carried in the cooler in which the groundwater samples were placed In both <br /> instances, the trip blank was returned, unopened, to the laboratory <br /> 4.1 Laboratory Analyses <br />' The groundwater samples were delivered to GeoAnalytical Laboratories, Inc , in Modesto, <br /> California The samples were analyzed for benzene, toluene, ethyl benzene, and xylene (BTEX) by <br />' EPA Method 602 and for total extractable hydrocarbons, quantified as diesel, kerosene and motor <br /> oil (TEPH) by Method 3510/LUFT <br />' 4.2 Results of Analyses <br /> Laboratory analyses of the groundwater sample collected from MW1 following the removal <br />' of approximately 3,800-gallons of groundwater detected 0 48 mg/1 diesel The groundwater samples <br /> collected from MW I following removal of approximately 15,700-gallons of groundwater detected no <br /> evidence of hydrocarbon contamination at or above the laboratory reported detection limits The <br /> ,0 results of the laboratory analyses are listed in Table 1 <br /> 1 <br /> R <br />' �� CONDOR <br />