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Ms. Carol Oz <br /> August 12, 1999 Project 791700 <br /> Page 7 <br /> samples collected from stockpiles SP-1 were submitted to a state-certified anal tical <br /> B <br /> laboratory and analyzed for TPHG, BTEX y <br /> samples collected from SP-1 were composited four to one byquadrantnd total lead. The <br /> Analytical results of the four 4-point and one 3-point composite samples col <br /> stockpile SP-1 contained concentrations of TPHG ranging from 14 to 380 mg/kg.from <br /> Benzene appeared in one stockpile sample at a concentration of 0.48 m gib <br /> USEPA Method 8260) was detected in all stockpile samples at concentrations B ran sing <br /> from 0.424 to 1.16 mg/kg. In addition, all other oxygenates were below laboratory <br /> ranging <br /> detection reporting limits. ory <br /> Stockpile soil sample analytical results are presented on Table 1. <br /> The <br /> contains copies of Certified Analytical Reports and chain of custody docmensppendix B <br /> After receiving stockpile analytical data, stockpile SP-1 was subsequently removed f <br /> the site by Dillard Trucking, Inc. Dillard Trucking, Inc. transported of the stockpileom <br /> BFI Landfill, Vasco Road, Livermore, California. The soil stockpile disposal manifest at <br /> included in Appendix D. is <br /> NEW UST INSTALLATION AND EXCAVATION BACKFILL PROCEDURES <br /> Henderson Construction replaced the original two 10,000-gallon and one-8,000 with 20,000-gallon USTs. With the new USTs in place, the excavation was backfilled with two <br /> gravel on June 21 through 23, 1999. The UST complex was backfilled to witpe <br /> hi a <br /> approximately 1 foot of surface grade. Henderson placed the backfill in accordance with <br /> the contract specifications. <br /> A/B was imported and placed for the asphalt base. After backfillin actio' <br /> Henderson paved the area with asphalt. g activities concluded, <br /> CONCLUSIONS <br /> The petroleum hydrocarbon impacts were identified in the northern and southwestern <br /> of the former gasoline UST complex at depths of 17 to 18 feet bgs. Former UST co parts <br /> soil samples indicate the impacts are distributed in the northern and southwestern complex <br /> the former gasoline UST complex part of <br /> concentrations range from 240 to 11,000 m� T-1-N, T-2-N, and T-3-N). Detected TPHG <br /> southern and southeastern corner of the foe UST complex did. Soil samples enot d ontain from the central- <br /> at <br /> concentrations exceeding method reporting limits (T-2-S, and T-3-S). S dewall samples <br /> P <br /> CP\E:\ARCO\2186\REPORTS\2186P105.DOC-95 lsg:l <br /> AurHacee <br />