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19 April 1999 <br /> AGE-NC Project No. 98-0472 <br /> Page 2 of 4 <br /> site (See Figure 2). Soil removed during excavation activities was stockpiled in a south portion of <br /> the site and covered with plastic sheeting. Each tank measured 27 feet in length and 8 feet in <br /> diameter, the entire UST excavation cavity was measured at approximately 22 feet in width by 35 <br /> feet in length. Each UST was buried beneath approximately 5 feet of backfill; the bottom of each <br /> UST was at approximately 13 feet below surface grade. Each UST had been emptied of all fuel prior <br /> to excavation activities. <br /> Prior to UST removal activities,the tanks were inspected by representatives of the PHS-EHD and <br /> the City of Stockton Fire Prevention and were approved for removal; the USTs were hoisted out of <br /> each tank cavity utilizing a conventional truck mounted crane. The tanks were hauled off-site as a <br /> non-hazardous material to West Coast Equipment, a tank recycling facility in Turlock, California. <br /> Photographs of each tank during removal activities are included with Appendix D. Documentation <br /> of receipt of the USTs issued by West Coast Equipment is included with Appendix E. <br /> 2.2. SOIL SAMPLE COLLECTION <br /> Following tank removal activities, a total of seven soil samples were collected from beneath the <br /> former UST locations and stockpiled soil by a representative of AAL under the direction of the PHS- <br /> EHD.Four soil samples were collected beneath the north and south ends of UST No. 1 and UST No. <br /> 2 at depths of approximately 16 feet below surface grade (bsg); three soil samples were collected <br /> from stockpiled soil located in a south portion of the site. Soil samples were collected utilizing brass <br /> sleeves and preserved with teflon tape and plastic end caps. Analytical results of soil samples are <br /> summarized in Table 1; soil sample locations are depicted in Figure 2. <br /> On 31 December 1998,eight additional soil samples were collected beneath former product piping <br /> and dispenser locations by a representative of PEAL under the direction of the PHS-EHD. Soil <br /> samples were collected utilizing brass sleeves loaded inside of a slide-hammer and preserved with <br /> teflon tape and plastic end caps. <br /> Following soil sampling activities, each sample was logged on a chain-of-custody form and <br /> transported to either AAL or PEAL in a chilled container. The following analysis were performed: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 8015M/5030; <br /> • Volatile aromatics(benzene, toluene, ethylbenzene and xylenes: BTEX) with methyl tert- <br /> butyl ether(MTBE) in accordance with EPA Method 8020; <br /> • Fuel oxygenates including di-isopropyl ether(DIPE),ethyl tert-butyl ether(ETBE),tertiary <br /> amyl methyl ether(TAME),tertiary-butyl alchohol (TBA) and MTBE in accordance with <br /> Advanced GeoEnvironmental,Inc. <br />