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UST Closure Report 9 <br /> Sharpe Defense Distribution Region West <br /> Lathrop,California Page 2 <br /> • Sampling and analytical program; <br /> • Results of chemical analyses; <br /> • Materials handling and disposal; <br /> • Site restoration; and <br /> • Conclusions and recommendations. <br /> All figures are included in Appendix 1. Photographs of the UST removal project are presented in <br /> Appendix 2. A copy of all Certificates of Analyses is included in Appendix 3; all Chain of <br /> Custody documentation is in Appendix 4. The UST Waste Manifests are contained in <br /> Appendix 5 (the Certificate of Disposal will be forwarded as soon as it becomes available from <br /> ECI). The tank and piping sludge and rinsate Uniform Hazardous Waste Manifests are contained <br /> in Appendix 6. The permits obtained prior to commencing the project are included in <br /> Appendix 7. The Official Inspection Report of the UST removal and soil sampling by the San <br /> Joaquin Environmental Health Division is contained in Appendix 8. Finally, copies of the results <br /> of the geotechnical tests conducted on the fill materials are included in Appendix 9. <br /> 2.0 SITE DESCRIPTION AND BACKGROUND <br /> The Department of Defense Logistics Agency, Defense Distribution Depot San Joaquin, Sharpe <br /> site is located in Lathrop, California (Figure 1). Lathrop is 50 miles south of Sacramento. The <br /> depot comprises warehouses and administration offices for managing and distributing <br /> procurement materials and equipment. The UST site is located in a relatively open area near the <br /> west-center of the Depot. The site is on the northeast comer of the intersection between F Street <br /> and 3rd Avenue and just southeast of the very large warehouse No. 330. <br /> The conditions of the site prior to removal of the USTs and fuel dispensers are shown in a series <br /> of photographs in Appendix 2. They show that the USTs were buried beneath a semi-elliptical, <br /> gravel-covered area measuring about 65 by 155 feet (Figure 3). The gravel area is surrounded by <br /> asphalt paving, except on the west and sides, where 30 by 85 feet and 15 by 85 feet concrete <br /> drive pads flanked it. A 6.5 by 83-foot, concrete island with overhead diesel fuel and gasoline <br /> dispensers was centered on the western drive pad. There was also a conventional diesel fuel <br /> dispenser at the north end of the island. Adjoining the truck fill drive pads to the west was a <br /> smaller (12 by 27 feet) concrete drive pad. In the center of the drive pad was a 5 by 12 foot- <br /> concrete island with two dispensers for unleaded gasoline. <br /> Near the center of the gravel area there was a steel-framed canopy (with potentially asbestos- <br /> bearing concrete tile siding and roofing (Transite ®) on a concrete pad. Plan drawings suggest it <br /> covered fuel separators which were connected to a 550-gallon UST for wastewater collection 13 <br /> feet to the west. The 550-gallon tank apparently was also use to collect any overflow spillage <br /> resulting during filling operations (UST #64,Figure 3). <br /> N:\PROJECTS\3546\Reports\3546 UST Closure Report Draft.doc March 24,1999 <br />