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25 September 2002 <br /> AGE-NC Project No. 99-0581 <br /> Page 3 of 5 <br /> 4) steam bay separator, and 5)areas of stained concrete and stained and cracked asphalt which may <br /> be items of potential environmental concerns at the site. The Phase I report recommended soil <br /> sampling beneath the former USTs, steam bay separator, solvent recycling areas and hydraulic lift <br /> sites. <br /> 3.0. SCOPE OF WORK <br /> AGE proposes to collect soil samples to determine ifpetroleum hydrocarbon and/or MTBE-impacted <br /> soil and/or ground water is present beneath the site. The phase H site assessment will include the <br /> following tasks: <br /> • Permitting and pre-field work activities; <br /> • Soil sample collection and analysis; <br /> • Report preparation <br /> The preliminary site assessment tasks are discussed below. <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 six probe borings using direct push technology in the areas of the four <br /> former USTs, existing steam-bay separator(clarifier) and existing solvent recovery area on the site <br /> to assess forpetroleum hydrocarbon-and/or MTBE-impacted soil beneath the site.All of the borings <br /> will be advanced to depths of 20 feet below surface grade(bsg);the proposed probe boring locations <br /> may be modified due to field observations. As each boring is advanced, soil samples will be <br /> collected at 5-foot intervals beginning at 5 feet bsg and extending to the total depth of the probe <br /> boring. <br /> Advanced GeoEnvironmental,Inc. <br />