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EXECUTIVE SUMMARY <br /> The objectives of this phase of environmental corrective action were to evaluate if the plume of <br /> impacted groundwater threatens any nearby sensitive receptors, to define the lateral extent of <br /> ' impacted soil and groundwater, and to expand the groundwater monitoring capability at the site <br /> To achieve these project objectives, Ramage Environmental, surveyed sensitive receptors within <br /> 2,000-feet of the site, supervised the installation of four off-site groundwater monitoring wells, <br />' and monitored and sample the expanded groundwater monitoring well network <br /> No sensitive receptors located within the site vicinity appear to be threatened by the gasoline <br /> hydrocarbons in soil and groundwater, originating from the former UST system at the site For <br />' the site vicinity, one well completion report was on file at DWR Three additional well completion <br /> reports were identified immediately outside of the 2,000-foot site vicinity radius <br /> The nearest water supply well (approximately 800 feet west of the site) is the California Water <br />' Service Company Well #50, which has been out of service for several years, but remains open <br /> for potential future use The nearest active water well is the San Joaquin County Fairgrounds <br /> well, approximately 2,100 feet southeast of the site No schools, hospitals, day care centers or <br />' other possible sensitive receptors were observed in the site vicinity The nearest surface water <br /> body to the site is the Mormon Slough, which crosses the site vicinity approximately 1,000 feet <br /> north of the site <br />' All of the soil and groundwater samples collected from the four new wells were free of detectable <br /> concentrations of gasoline compounds As such, the lateral extents of impacted soil and <br /> groundwater appear to be defined Based on the cumulative soil sample analytical data, impacts <br /> to vadose zone soil appear to be limited to the footprint of the former UST system <br /> On-site, the groundwater samples collected from MW-2 and MW-3 continued to contain <br />' concentrations of TPH-as-gasoline, BTEX and 1,2-DCA The sample from MW-2 contained <br /> 210,000 µg11 of TPH-as-gasoline, 4,600 µg/l of benzene, 37,000 µg11 of toluene, 4,700 µg/l of <br /> ethylbenzene, 29,000 µg/I of xylenes, and 500 µg/l of 1,2-DCA The groundwater sample <br />' collected from MW-3 contained 1,400 µgll of TPH-as-gasoline, 0 61 µg11 of benzene, 59 µg/l of <br /> TBA, and 250 µg11 of 1,2-DCA The groundwater sample collected from MW-1 did not contain <br /> detectable concentrations of gasoline hydrocarbons MTBE was not detected in groundwater <br />' beneath the site <br /> The expanded groundwater monitoring well network indicates that groundwater flow may be <br /> 1 more toward the east-southeast Based on the groundwater analytical and monitoring results, <br /> the plume of impacted groundwater probably extends from the vicinity of the former UST system <br /> to the southeast beneath the East Charter Way right-of-way <br /> Ramage Environmental recommends the following course of environmental corrective action <br /> 1 Complete two additional CPT borings and collect additional discrete groundwater samples, <br /> 2 Complete a geophysical survey of the former UST excavation area, and <br /> 3 Continue to monitor and sample groundwater on a quarterly basis <br /> 1 <br /> r� <br />' 4 <br /> I <br /> 1 <br />