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kl <br /> M <br /> 16 April 1997 <br /> AGE-NC Project No . 95-0121 <br /> Page 2 of 9 <br /> present in soil samples. <br /> • The tank area was re-excavated in November 1988 . Soil was removed from the former UST <br /> area to a depth of approximately 19 feet below site grade (bsg) . Soil samples were collected <br /> from the excavation and screened for organic vapors using a photo- ionization detector (PID) , <br /> Organic vapor readings indicated that petroleum hydrocarbons were present at depths in <br /> excess of 19 feet bsg. As a result, the excavation was backfilled and a preliminary site <br /> assessment initiated . <br /> • Between May 1989 and December 1994, a total of nineteen soil borings were advanced at the <br /> site, nine of the soil borings were completed as two-inch diameter monitoring wells (M`W- 1 <br /> through Myr'-9). Extensive petroleum hydrocarbon-impacted soil and ground water, including <br /> free product, was encountered during assessment of the site . <br /> • In July 1995 , one dual -purpose soil vapor extraction/ground water extraction well (EW- I ), <br /> and two soil vapor extraction wells (4"W- 1 , VW-2) were installed at the site . in August 1995 , <br /> an 8-hour soil vapor extraction ( SVE) pilot test was conducted at the site. The pilot test was <br /> performed to provide vapor extraction data for proper system design of a remediation system. <br /> • In November 1995 , a Corrective Action Plan (CAP ) was submitted to the PHS -EHD, and <br /> included details of the S v'E pilot test. Recommendations in the CAP included installation of <br /> an SVE system to remediate hydrocarbon- inmpacted soil and an in-situ air spargino (IAS) <br /> system to remediate hydrocarbon- impacted ground water. <br /> • Between February 1991 and February 1997, eleven ground water monitoring/sampling events <br /> were performed at the site. During this time, a trend in hydrocarbon concentrations suggested <br /> increasing concentrations from the "core' area wells, and decreasing concentrations from the <br /> perimeter wells. <br /> 2. 3 . REGIONAL GEOLOGIC SETTING <br /> The subject site is located in the eastern portion of the Great Valley geomorphic province of <br /> California. The valley is a nearly flat, elongate trough trending northwest and southeast for <br /> approximately 450 miles. The Valley is enclosed by the igneous Sierra Nevada to the east and the <br /> sedimentary and metamorphic Coast Ranges to the west. The surficial and upper several hundred feet <br /> of subsurface layers consists of a great thickness of predominantly unconsolidated alluvial and <br /> floodplain deposits (dominantly sands, silts, and clays) of Quaternary age, which are derived from the <br /> predominantly granitic mountains of the Sierra Nevada. Beneath the upper sedimentary deposits lie <br /> a thick sequence of marine deposits of Mesozoic age. These units are further underlain by a press <br /> Jurassic complex of igneous and metamorphic basement rock. <br />