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(VYATC <br /> CA S 5 0 C i A T E 5 I N C <br /> (0 064 mg/kg) and xylenes (0 012 mg/kg) were detected at approximately 30 feet bgs in one <br /> boring, the maximum depth explored Attempts were made to further advance the Geoprobe unit <br /> in several of the borings, however probe refusal was encountered at depths ranging from <br /> approximately 16 to 30 feet bgs due to the hardness of the formation The results of the <br /> subsurface investigation were summarized in Smith Technology's Summary Report, Subsurface <br /> Investigation, dated December 22, 1997 <br /> In April 1999, at the request of PHS/EHD, ATC completed a receptor survey for the subject property <br /> ATC reviewed PHS/EHD groundwater well construction logs, Department of Water Resources <br /> (DWR) groundwater well construction logs, and conducted a site walk in the vicinity of the site to <br /> identify any groundwater wells located within a 2,000-foot radius of the site This survey <br /> revealed fourteen wells located within approximately 2,000 feet of the site The closest of these <br /> wells is Iocated approximately 800 feet upgradient of the project site The receptor survey <br /> findings are summarized in ATC's Well Survey for Andrew and Edith Trust,for the Property at <br /> 1112 East Harding Way, Stockton, California, dated April 9, 1999 <br /> On April 11, 2000, a single soil boring (SB7) was advanced to approximately 65 ft bgs to <br /> evaluate whether groundwater had been impacted at the subject site Groundwater was initially <br /> encountered at approximately 45 feet bgs and a sample was subsequently collected from the soil <br /> boring using a Hydropunch® groundwater-sampling tool In order to determine the vertical <br /> extent of contamination in the most cost-effective manner, the soil boring was further advanced to <br /> a total completion depth of 66 5 ft bgs where field observations suggested the vertical extent of <br /> the petroleum hydrocarbons had been realized Analytical results and field observations indicated <br /> that soil and groundwater beneath the location of the former USTs were impacted by residual <br /> petroleum hydrocarbon constituents The vertical extent of impacted soil and groundwater <br /> appeared to be defined However, the lateral extent of petroleum hydrocarbon constituents at or <br /> near the groundwater interface was undefined Additional work to further characterize the extent <br /> of contamination was been requested PHS/EHD in correspondence dated September 20, 2000 <br /> On November 15 and 16, 2001, an ATC geologist supervised the advancement of three soil <br /> borings to approximately 54 to 55 feet bgs Soil borings were then completed as groundwater <br /> monitoring wells MW1, MW2, and MW3 The soil sample collected from boring MW2 at a depth <br /> of 35 5 feet bgs contained the highest concentrations of TPHg, ethyl benzene, and xylenes The <br /> soil samples collected from boring MW2 at depths of 30 feet bgs and 55 feet bgs contained only <br /> trace concentrations of TPHg, ethyl benzene, and/or xylenes The soil samples collected from <br /> borings MW 1 and MW3 at depths of 35 feet bgs contained trace concentrations of xylenes and <br /> TPHg, respectively The samples collected from borings MW 1 and MW3 at depths of 40 feet bgs <br /> did not contain detectable concentrations of TPHg or BTEX MTBE, t-amyl methyl ether <br /> (TAME), t-butanol (TBA), ethyl t-butyl ether (ETBE), dt-isopropyl ether (DIPE), 1,2- <br /> dichloroethane (1,2-DCA), or 1,2-dibromoethane (EDB) were not detected in any soil samples <br /> collected from borings MW 1, MW2, and MW3, though the detection limits were elevated in the <br /> MW2 sample from 35 5 feet bgs due to the high concentrations of TPHg noted previously <br /> S IEnviromenial1224931REPORTShumui doe 2 <br />