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f <br />� t <br /> October 13, 1992 Working To Restore Nature <br /> BP Oil Facility No. 11193, Stockton, California <br /> it <br /> SOIL BORINGS / SAMPLING AND ANALYSES / MONITORING WELL <br /> I INSTALLATION <br /> our..soiLboring� ill bedrilled using a truck-mounted drill rig equipped with 8-inch-diameter <br /> hollow stem augers. Soil borings will be drilled-adjacent to two corners of the existing fuel tank <br /> cavity and near the dispenser islands. The locations of the borings are shown on the Generalized <br /> Site Plan (Plate 2). tSoil-borings'willxbe drilled`to a p imately 45 fe`ei below grade or to <br /> �ppro`xunately f0 feet below the fust-encountered ground water if-ground-water is encountered <br /> %within 45'feet below grade:;Soil borings will'b6-drillR-3'to'5-feet,into any—confining layer <br /> encountered Beneath the-uppermost`water-bearing zone. If a confining layer <br /> is encountered,the <br /> boring will be terminated and backfilled with bentonite to the top of the confining layer before <br /> installing a ground water monitoring well. The hollow stem augers will be steam cleaned <br /> between each boring, and all sampling equipment will be properly cleaned between sample <br /> S intervals. We expect the drilling to be conducted over a one to two day period. <br /> Soil samples will be collected at five-foot depth intervals,just above fust encountered ground <br /> water(if present), and at notable changes in sediment composition utilizing an 18-inch <br /> California-modified, split-spoon sampler equipped with 2-inch-diameter brass sample sleeves. Samples <br />' will be collected by advancing the-auger-to a point just above the sampling depth and driving the <br /> sampler into the soil. The sampler mill be driven 18 inches with a standard 140-pound hammer <br /> repeatedly dropped 30 inches.. .The number of blows required to drive the sampler each <br /> successive 6-inch interval will be counted and recorded.to'give an indication of soil consistency. <br /> Each soil sample will be screened for-volatile compounds utilizing a photoionization detector <br /> (PID). Drilling will be performed under the:observation,of a RESNA,geologist, and�the earth <br /> materials in the borings will identified using manual andvisual methods, and classified as <br /> drilling .progresses according to the Unified :Soil Classification,System. This work will be <br /> performed under the supervision of a-California registered-geologist. One sample from every <br /> sampling interval will be sealed-with aluminum foil,capped, taped,labeled, and.placed on ice in <br /> an insulated container. Soil generatedthrough drilling.will be stored on plastic sheeting pending <br /> characterization for disposal. Soil will be disposed by a contractor selected by BP Oil and <br /> contacted by RESNA. <br /> I <br /> i Soil samples selected for analyses from each of the four soil borings will generally be the sample <br /> producing the highest reading on the PID andthe sample from directly above fust encountered <br /> ground water. If ground water is not encountered, `the soil sample producing the second highest <br /> PID reading will also be analyzed in a laboratory. The`RESNA-project manager may select other <br /> + appropriate samples from the borings utilizing the previously noted.field screening techniques. <br /> Selected samples will be ;analyzed by a State-certified laboratory for total petroleum <br /> hydrocarbons as gasoline (TPHg) using U.S.:Environmental Protection Agency (EPA) Method <br /> 8015 (modified),'for benzene, toluene, ethylbenzene and,total xylenes (BTEX) using EPA <br /> Method 8020. Analytical methods and detection limits will conform to guidelines specified in - <br /> the latest edition of the Tri-Regional Recommendations of the California Regional Water Quality <br /> Control Board. <br /> I _ <br /> I <br /> I <br /> 17051.01w 2 <br /> t <br />