Laserfiche WebLink
i <br /> total petroleum hydrocarbons as diesel (TPHd), and benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) were observed in soil samples collected from the site. The distribution of petroleum <br /> constituents beneath the site has been essentially defined and appears to be limited laterally to the <br /> immediate vicinity of the former tank pit. The highest concentrations were reported between 10 <br /> and 20 feet bgs and generally attenuate rapidly with depth. Only low concentrations of toluene <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 <br /> property. ATC reviewed PHS/EHD groundwater well construction logs, Department of Water <br /> Resources (DWR) groundwater well construction logs, and conducted a site walk in the vicinity <br /> of the site to identify any groundwater wells located within a 2,000-foot radius of the site. This <br /> survey revealed fourteen wells located within approximately 2,000 feet of the site. The closest of <br /> these wells is located 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 <br /> to a total completion depth of 66.5 ft. bgs where field observations suggested the vertical extent <br /> of the petroleum hydrocarbons had been realized. Analytical results and field observations <br /> indicated that soil and groundwater beneath the location of the former USTs were impacted by <br /> residual petroleum hydrocarbon constituents. The vertical extent of impacted soil and <br /> groundwater appeared to be defined. However, the lateral extent of petroleum hydrocarbon <br /> constituents at or near the groundwater interface was undefined. Additional work to further <br /> characterize the extent of contamination was been requested PHS/EHD in correspondence dated <br /> September 20, 2000. <br /> On November 15 and 16, 2001, ATC supervised the advancement of three soil borings to <br /> approximately 54 to 55 feet bgs. Soil samples were collected from the soil borings and <br /> submitted for laboratory analysis. The soil borings were completed as groundwater monitoring <br /> wells and subsequently developed and sampled. Analytical results and field observations <br /> indicated that soil and groundwater beneath the location of the former USTs were impacted by <br /> residual petroleum hydrocarbon constituents. <br /> s:\22493\rcportslWkpin_add2_inv2005.doc <br /> r <br /> 0 <br /> CL <br /> V <br />