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24 October 2001 <br /> AGE-NC Project No. 01 -0877 <br /> Page 3 of 7 <br />{ Water Basin (Basin 5 -22). The closest surface water feature is the Stockton Deep Water Channel <br /> located approximately 2,000 feet southwest of the site. <br /> 2.3 . GROUNDWATER DEPTH AND FLOW DIRECTION <br /> Based on data obtained from a nearby site (706 North El Dorado Street) the depth to ground water <br /> at the site is approximately20 to 25 feetbelow surface grade (bsg). The prevailing ground water flow <br /> direction in the vicinity of the site is estimated to be toward the northeast. However, flow direction <br /> may be both locally and seasonably variable. <br /> Me SCOPE OF WORK <br /> The analytical results from the UST removal soil samples indicate that an unauthorized release of <br /> petroleum hydrocarbon compounds from the USTs has occurred at the site. AGE proposes to <br /> advance four soil borings to collect soil and in-situ grab ground water samples to assess the vertical <br /> extent of fuel components in the subsurface. The preliminary site assessment will consist of the <br /> following tasks: <br /> • Permitting and pre-field work preparations; <br /> Soil sample collection and analysis; <br /> • Ground water sample collection and analysis; and <br /> • Report preparation. <br /> Each of these tasks is described below. <br /> 3 . 1 . PRE-FIELD WORK PREPARATIONS <br /> A health and safety plan will be prepared in accordance with Occupational Safety and Health <br /> Guidance Manual for Hazardous Waste Site Activities (National Institute for Occupational Safety <br /> and Health Administration, U.S . Coast Guard and U.S . Environmental Protection Agency, 1985). <br /> Prior to mobilization, each boring location will be clearly marked and a utility clearance obtained <br /> through Underground Service Alert. Drilling permits will be obtained from the PHS-EHD, who also <br /> will be notified at least 72 hours prior to initiation of field work to schedule grouting inspections. <br /> Advanced GcoEnvironmental, Inc. <br />