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Mr Kyle Christie Project 0805-140 03 <br /> . July 23, 1996 <br /> Page S <br /> « Overexcavation of soil beneath the gasoline USTs will not be performed <br /> Residual hydrocarbons impacting soil beneath the former USTs and backfill <br /> material will be remediated in the future using vapor extraction technology <br /> Stockpiled Soil Sampling <br /> • Soil generated during the removal of the gasoline USTs and product delivery <br /> lines will be segregated from the soil generated during the removal of the <br /> waste-oil tank Soils generated from the waste-oil tank excavation will be stored <br /> on site and placed on and covered with visqueen <br /> • One composite sample (four discrete samples) will be collected from every <br /> 1 100 cubic yards of soil generated from the former gasoline USTs The samples <br /> will be composited by the laboratory and will be analyzed for TPHG and BTEX <br /> Ci using the methods discussed above <br /> • One composite sample will be collected from every 100 cubic yards of soil <br /> generated from the waste-oil tank excavation The samples will be composited by <br /> the laboratory and will be analyzed for TPHG, BTEX, TOG, TPHD, CLHC, <br /> PCBs, PNA, cadmium, chromium, lead, nickel, and zinc using the methods <br /> discussed above <br /> Backfillinv Activities <br /> • Soil generated from the former gasoline UST cavity and product dispenser island <br /> will be used as backfill of the gasoline UST cavity If warranted, EMCON will <br /> obtain the necessary permits from the CRWQCB, Central Valley Region, to <br /> discharge waste to land Backfilling, using soil generated from the former <br /> gasoline UST excavation cavity and dispenser islands, was approved by Mary <br /> Meays of SJCPHS on January 30, 1996 <br /> • The general contractor will import clean soil to backfill the former waste oil tank <br /> excavation and the remaining portion of the gasoline UST cavity and product <br /> lines <br /> • The general contractor will obtain any necessary permits regarding the <br /> compaction and grading of the excavations <br /> sACNN\,PJM805\4Ro5ia00 3US-95 nes i <br />