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Stantec NOW, N%0011 <br /> No Further Action Request Report <br /> Chevron and ARCO Commingled Plume No. CP0034 <br /> April 10, 2012 <br /> mg/kg, and 124 mg/kg, respectively. Di-isopropyl ether, tert amyl-methyl ether, ethyl tert-butyl <br /> ether, tert-butyl alcohol, and ethanol were reported as non-detect in all soil samples. <br /> Approximately 450 tons of soil generated during the UST, product line, and dispenser removal <br /> activities was removed from the site and disposed of at BFI's Landfill in Livermore, California <br /> (SECOR 1999). <br /> One 550-gallon, double-walled, fiberglass waste oil UST was removed from the site in 2002. <br /> The tank appeared to be in good condition with no holes or cracks. One soil sample (WT-1) <br /> was collected from the center of the tank pit at a depth of approximately 11 ft bgs. Hexavalent <br /> chromium, chromium, nickel, zinc, and lead were reported at concentrations of 1.4 mg/kg, 35 <br /> mg/kg, 38 mg/kg, 49 mg/kg, and 12 mg/kg, respectively. All other constituents analyzed for <br /> were reported as non-detect (SECOR 2002). <br /> 2.4.2. Site Assessment History <br /> Chevron 94275 Facility <br /> Four soil borings (SB-1 through SB-4), nine groundwater monitoring wells (MW-1 through MW- <br /> 9), and ten soil vapor extraction/air sparge (SVE/AS) wells (GM-1 through GM-9 and VW-1) <br /> were installed onsite and offsite from 1989 through 2006. Soil samples collected and analyzed <br /> during the installation of monitoring wells MW-3, MW-4, and MW-6 through MW-8 did not report <br /> any detections of GRO or benzene above the laboratory MRL. Soil boring and well construction <br /> details are presented in Table 1. Historical soil analytical data is included in Table 3. <br /> In 2001, a cone penetrometer test (CPT) investigation consisting of five borings (CPT-1 through <br /> CPT-5) was conducted along the eastern side of Plymouth Road to assess soil stratigraphy and <br /> collect discrete groundwater samples. Groundwater samples were collected from the identified <br /> water-bearing zone or depth intervals showing distinct pore pressure. Three to four depth- <br /> discrete groundwater samples per boring were submitted for analysis. Groundwater samples <br /> were generally collected at depths of ten to 12 ft bgs, 24 to 25 ft bgs, 35 to 40 ft bgs, and 68 to <br /> 78 ft bgs. GRO was detected in two of the 17 groundwater samples at concentrations of 73 <br /> micrograms per liter (pg/L) (CPT-5 at 37 ft bgs) and 130 pg/L (CPT-3 at 40 ft bgs). MTBE was <br /> detected in six of the 17 groundwater samples at concentrations ranging between 0.59 pg/L <br /> (CPT-4 at 10 ft bgs) and 2.6 pg/L (CPT-5 at 37 ft bgs). <br /> The site was demolished in June 2005. In preparation for site demolition, seven on-site <br /> groundwater monitoring wells (MW-1 through MW-5, MW-7, and MW-9) and ten SVE/AS wells <br /> (VW-1, GM-1 through GM-8, and GM-9) were destroyed in May 2005. Replacement monitoring <br /> wells were installed in February 2006 following completion of the station rebuild. <br /> 94275 NFAR 2012.doc 7 <br />