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a , <br /> Project No 58100-06-18 <br /> June 21, 1995 <br /> Page 2 <br /> Placer Tractor Service Samples collected from native soil beneath the former gasoline/diesel fuel <br /> USTs indicated the presence of residual TPHg in soils at concentrations ranging from 2 2 to 3,700 <br /> mg/kg Soil analytical data relative to the UST removals is summarized in Table I <br /> Additional investigation was performed between April 1989 and March 1990 by WCC which <br /> consisted of the installation of five additional groundwater monitoring wells (MW-5 through MW-9) <br /> and the collection and chemical analysis of both soil and groundwater samples Soil analytical data <br /> indicated that TPHg was not detected in soil samples collected at depths ranging from <br /> approximately 5 feet to 55 feet below ground surface (bgs) at lateral distances ranging from 45 to <br /> 220 feet from the former USTs Analytical data also indicated the presence of TPHg in <br /> groundwater at concentrations ranging from 1 9 to 3 4 mg/l, respectively <br /> Alton Geoscience (Alton) installed three new groundwater monitoring wells (MW-10 through MW- <br /> 12) and drilled two soil borings (AB-1 and AB-2) in April 1992,and Environmental Assessors, Inc <br /> (EA) installed six monitoring wells (MW-13, MW-14, MW-16, MW-19, MW-20 and MW-24) and <br /> drilled four soil borings (SB-15, SB-17, SB-18 and SB-22) in October 1993 to complete <br /> characterization of site conditions Alton also performed a limited vapor extraction pilot test in <br /> September 1992 to evaluate the feasibility of using soil vapor extraction as a remediation alternative <br /> • The most recently completed groundwater monitoring event was performed by Nmyo and Moore <br /> (N&M) in May 1994, and consisted of the purging and sampling of wells MW-10 through MW-24 <br /> Wells MW-1 through MW-6 were dry in May 1994 due to declining groundwater elevation levels <br /> and could not be sampled Other work completed by N&M concurrent with the groundwater <br /> monitoring event included the abandonment of wells MW-1 through MW-8 and MW-10 These <br /> wells were abandoned due to the declining groundwater elevations In addition, wells MW-9, MW- <br /> 11, MW-13, MW-14, MW-16, MW-19, MW-20, and MW-24 were temporarily decommissioned by <br /> N&M by lowering the top of the well casings due to future planned onsite construction activities <br /> The locations of the former USTs, former and existing groundwater monitoring wells, and the <br /> current site improvements are depicted on Figure 2, Site Plan Historical soil and groundwater <br /> analytical data for the site are summarized in Tables II and III, respectively <br /> SUMMARY OF SITE CONDITIONS <br /> Utilizing the data acquired by WCC, Alton, EA and N&M as a basis, a summary of the soil and <br /> groundwater conditions beneath the site as of and/or prior to May 1994 is presented below <br /> • In 1987, the initial TPHg concentrations detected in groundwater beneath the site ranged <br /> from 154 mg/l to 231 mg/1 <br /> The depth to groundwater beneath the site in 1987 was approximately 40 feet bgs <br />