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VVL' INC <br /> 4 The groundwater treatment system has removed approximately 388,800 gallons of <br /> • hydrocarbon-contaminated groundwater from the subsurface using best available <br /> technology provided by a pump and treat system using monitoring well MW-1 as the <br /> extraction well This effort is estimated to have removed the following estimated <br /> volumes of petroleum hydrocarbon constituents by carbon filtration 2 15 gallons of <br /> total petroleum hydrocarbon as gasoline, 0 12 gallons of benzene, 0 13 gallons of <br /> toluene, 0 09 gallons of ethylbenzene and 0 42 gallons of xylene <br /> Although the system removed the above-mentioned volumes of petroleum <br /> hydrocarbon compounds, it did not modify the groundwater flow gradient as <br /> determined by groundwater surface elevations measured from the monitoring wells <br /> during the period of operation from September 1992 to June 1994 No effect on the <br /> groundwater surface elevation was found from operational pumpage from the main <br /> water supply well <br /> The groundwater treatment system has not been active since June 1994 <br /> 5 The remaining hydrocarbon constituent within the groundwater at monitoring well <br /> MW-1 is benzene and it is estimated to be present at concentrations of less than five <br /> µg11 This very low level concentration of benzene does not pose a threat to the <br /> groundwater of the state or deprive the beneficial use of the groundwater beneath <br /> the site No significant threat to the drinking water supply beneath the site or <br /> immediate surrounding area is present because 1) the groundwater production <br /> zones for the onsite main water supply well and standby wel I are from deeper zones, <br /> 2) a clay layer is present that is at least five feet thick and has been depicted by <br /> McLaren (1989a) to extend throughout the site, minimizing downward movement of <br /> potentially contaminated groundwater, 3) the groundwater gradient determined from <br /> the monitoring well network has not produced a gradient in the direction of the main <br /> water supply well, indicating that the shallow zones completed with the monitoring <br /> awell network is hydrodynamically separate from the deeper zone in the main water <br /> supply well, and 4) the nearest offsite domestic water supply well is approximately <br /> 19150011005 43 <br />