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Report of Findings <br /> . Frontier Transportation - <br />' March 12, 2004 <br /> Page 2 <br />' In January of 1998, BEII advanced four(4) groundwater monitoring wells (MW-4 <br /> through MW-7) to assess the extent of subsurface contamination beneath the site Soil samples <br />' were collected every five feet Laboratory analysis of soil samples identified no detectable <br /> concentrations of TPH-g, BTEX, or MTBE <br />' In January 2000, BEII advanced two borings (B-5 and B-6), installed four additional <br /> groundwater monitoring wells (MW-8 through MW-11), and collected nine soil vapor samples <br /> for a soil vapor survey as part of an additional site assessment Soil sample analysis identified no <br />' detectable concentrations of petroleum hydrocarbons with the exception of boring B-6 <br /> Maximum contaminant levels in B-6 were identified 100 mg/kg as TPH-g, 2,343 µg/kg as <br /> BTEX, and 10,600 µg/kg as MTBE at 10'bg Maximum soil vapor concentrations were <br />' identified at sample point V5 at 4' bg Groundwater samples were subsequently collected from <br /> all monitoring wells <br />' In May 2002, BEII installed two additional groundwater monitoring wells (MW-12 and <br /> MW-13) screened from 30' bg to 40' bg Soil sample results identified maximum TPH-g, BTEX, <br />' and MTBE concentrations of 700 mg/kg, 115,000 µg/kg, and 25,000 µg/kg in soil collected from <br /> MW-13 at 10'bg Soil concentrations attenuate by 99% at 15' bg No detectable TPH-g, BTEX, <br /> and MTBE were identified in MW-12 Also, monitoring well MW-3 was abandoned prior to <br />' excavation and removal of 325 tons of impacted soil and replaced by MW-3R <br /> In June 2003, BEII installed an additional groundwater monitoring well (MW-14) <br />' screened from 30' bg to 40' bg Soil sample results identified a maximum MTBE concentration <br /> of 1,020 µg/kg at 10' bg using EPA Method 8260B No detectable concentrations ofTPH-g or <br /> 9� 'BTEX rWe a identified in the soil collected from MW-14 See Figure 2 for well locations <br /> 3.0) SITE GEOLOGY/HYDROGEOLOGY <br /> hU,+�,,' <br /> The site is located on the boundary of the Sacramento Valley and the San Joaquin Valley <br />' within the west-central portion of the Great Valley Geomorphic province of California The <br /> Great Valley has been filled with a sequence of older to younger alluvium of Pliocene to <br />' Holocene age which overlay sedimentary rocks of Cretaceous to Tertiary age These sedimentary <br /> units, in turn, overlay a crystalline basement of Paleozoic and Mesozoic metamorphic and <br /> igneous rocks The shallow subsurface geology in the site vicinity is a heterogeneous mix of <br />' gravel, sand, silt, and clay(Reference, Site Characterization Re ort, Twining Laboratories, <br /> October 16, 1996) <br />' BEII encountered predominantly heterogeneous clays from 0' to 30' bg and fine-grained <br />