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15 September 2003 <br />AGE-NC Project No. 03-1064 <br />Page 3 of 6 <br />water flow direction generally northward, varying from west-northwest (297°) to east-southeast <br />(103'). <br />2.3. PREVIOUS SITE ASSESSMENTS <br />AGE was informed that a Cambria Environmental Technology, Inc. (Cambria)-prepared Phase I site <br />assessment had been performed at the site; however, AGE was not provided with a copy of any <br />reports. AGE was provided with a Cambria-prepared Phase II Surface Investigation Proposal <br />"designed to investigate potential environmental liabilities" identified through their Phase I <br />assessment activities. <br />3.0. SCOPE OF WORK <br />Based upon AGE' s research on the historical use ofthe property and review o f the Cambria-prepared <br />Phase II Surface Investigation Proposal, AGE proposes to collect soil samples to determine if <br />impacted soil is present beneath the site. The preliminary subsurface assessment will include the <br />following tasks: <br />Permitting and pre-field work activities; <br />Soil sample collection and analysis; <br />Report preparation <br />Each task is discussed below in greater detail. <br />3.1. PRE-FIELD WORK TASKS <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, the area of excavation will be clearly marked and a utility clearance obtained <br />through Underground Service Alert. <br />3.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br />AGE proposes to advance up to five probe borings using direct push technology. All soil borings will <br />be advanced to a total depth of approximately 20 feet bsg: up to three borings will be advanced near <br />Advanced GeoEnvironmental, Inc.