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supply well has been measured at approximately 40 to 45 feet bgs Based on this information, <br /> the water supply well appears to be screened within a confined regional water supply aquifer <br /> The source of the groundwater observed in the monitoring and vapor extraction wells beneath the <br /> site cannot be positively determined at this time In the previous SCM, Stratus identified <br /> percolation of meteoric water into the subsurface, leakage from on-site water pipes, and recharge <br /> from the on-site water supply well as possible sources of the encountered groundwater <br /> Stratus reported in the SCM that the water encountered in the shallow-screened wells was likely <br /> meteoric water The basis of this argument was a general increase in water levels in the shallow <br /> screened wells during the winter and spring months, and decrease in water levels during the <br /> summer and autumn months Groundwater elevations in the shallow screened wells were <br /> measured between approximately 254 and 223 feet mean sea level (msl) at the time of the second <br /> quarter 2006 monitoring event (excluding wells connected to the vapor extraction system) This <br /> significant variation in the water level measurements suggests that groundwater in the shallow <br /> screened wells is perched and localized Groundwater elevation contours, and groundwater <br /> elevations, for the shallow-screened wells at the time of the second quarter 2006 monitoring <br /> event are presented in Figure 7 <br /> Groundwater elevations were measured between approximately 178 and 186 feet msl in the <br /> deeper screened monitoring wells during the second quarter 2006 A review of Figure 8 shows <br /> relatively evenly spaced potentiometric surface lines, with a groundwater surface sloping <br /> . towards the southeast at an average gradient of 0 032 ft/ft Based on this observation, an <br /> upgradient source of groundwater recharge, providing relatively constant head pressure, appears <br /> to be supplying groundwater to sand zone 2 <br /> Given the groundwater elevations observed in wells MW-1, MW-10, MW-12, and MW-15 <br /> through MW-18, and the close, upgradient position of the on-site water supply well relative to <br /> these wells, it appears likely that groundwater recharge into sand zone 2 has occurred from the <br /> on-site water supply well However, the consistent absence of groundwater in deeply screened <br /> wells MW-3 and MW-7, which are situated between the on-site water supply well and off-site <br /> wells MW-1, MW-10, MW-12, and MW-15 through MW-18, is problematic to this explanation <br /> 3.3 Extent of Petroleum Hydrocarbon Impact to Soil <br /> Petroleum hydrocarbons appear to have been released to the subsurface beneath the former <br /> product dispensers, product piping, and former UST complex The bulk of the petroleum <br /> hydrocarbon mass appears to be situated above approximately 45 feet bgs on-site, with localized <br /> high concentrations encountered on-site between approximately 45 and 80 feet bgs The vertical <br /> and lateral extent of subsurface petroleum hydrocarbon impact appears to be adequately <br /> characterized on-site SVE has removed significant petroleum hydrocarbon mass from the on- <br /> site area <br /> Petroleum hydrocarbons (predominately GRO and BTEX) have also impacted soil south and <br /> southeast of the site The highest off-site concentrations of GRO (4,400 milligrams per kilogram <br /> [mg/Kg]) and benzene (22 3 mg/Kg) were historically reported for a soil sample collected from <br /> K IBp Arco for URS161001Repoos16100 assessment rpt&scm update doc Page 9 OTRATUJ <br />