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29 November 2001 <br /> AGE-NC Project No. 01-0887 <br /> Page 3 of 6 <br /> The map Lines of Equal Elevation of Groundwater, Fall 1999 (FCD&WCD) depicts the regional <br /> ground water flow direction towards the northeast. <br /> 3.0. SCOPE OF WORK <br /> Based upon the analytical results of soil samples collected during removal of the USTs, the PHS- <br /> EHD has required further investigation to determine the lateral and vertical extent of hydrocarbon- <br /> impacted soil and to assess for petroleum hydrocarbons in impacted ground water. Initially, AGE <br /> proposes to advance three soil probe borings at the site to collect soil and `grab' ground water <br /> samples for analysis. However, additional probe borings may be required to adequately define the <br /> lateral and vertical extent of hydrocarbon-impacted soil and ground water. <br /> The investigation will consist of the following tasks: <br /> • Permitting and pre-field work activities; <br /> • Soil sample collection and analysis; <br /> • Ground water collection and analysis; <br /> • Report preparation. <br /> Each of these tasks are discussed below in detail. <br /> 3.1. PERMITTING AND PRE-FIELD WORK ACTIVITIES <br /> Applicable site assessment permits will be obtained from the PHS-EHD.As required by PHS-EHD <br /> permitting, a site specific health and safety plan will be prepared in accordance with Occupational <br /> Safety and Health Guidance Manual for Hazardous Waste Site Activities (National Institute for <br /> Occupational Safety and Health Administration, U.S. Coast Guard and U.S. Environmental <br /> Protection Agency, 1985). Prior to initiating field work, each proposed digging location will be <br /> clearly marked and a utility clearance obtained through Underground Service Alert. <br /> 3.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> AGE proposes to initially advance three soil probe borings: one soil boring will be advanced in the <br /> former UST pit; and two soil borings will be advanced near piping sample locations LS_ #3, LS #4 <br /> and LS #5. Proposed probe boring locations are illustrated in Figures 3 and 4. <br /> Advanced GeoEnvironmen#ai,Inc. <br />