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Soil samples for logging and testing will be collected by driving a <br /> modified California split-spoon sampler having a 2-inch-inside- <br /> diameter and a 2.5-inch-outside-diameter. The sampler will be lined <br /> with 2-inch-diameter,. stainless steel , thin-walled rings. The sampler <br /> will be driven 18 inches into the undisturbed soil at each sampling <br /> interval before advancing the borehole with the drill bit. Soil <br /> samples from the shallow borings will be collected by driving the <br /> sampler into the soil using a 140-pound hammer dropping an average of <br /> 30 inches. The sampler will be pushed into the soil in advance of the <br /> drill bit on the deeper borings. - <br /> After the sampler is driven and withdrawn from the hole, both ends of <br /> the stainless steel rings will be wrapped with Teflon. Polypropylene <br /> caps will be placed over the Teflon to seal the, rings. The rings will <br /> be placed in glass jars and labeled. All samples will be immediately <br /> placed in an ice chest and maintained at 4°C with frozen gel packs. <br /> Upon sample collection, chain-of-custody documentation will be initi- <br /> ated. This document will accompany the samples to the laboratory. At <br /> the laboratory, EMCON personnel will accept the samples by signing the <br /> chain-of-custody document and assigning a unique number to each <br /> sample. Plate B-1 shows a typical soil analysis request form. Other <br /> representative samples for geologic logging will be retained in <br /> plastic bags. <br /> FQ�i„ment Cleaning. <br /> Boring equipment, including augers, drill rods, drill bits, and drive <br /> samplers, will be steam cleaned before starting operations at each <br /> boring to prevent possible cross-contamination between borings. In <br /> addition, the drive samplers will be washed in a trisodium phosphate <br /> detergent solution and rinsed after each sample interval to prevent <br /> A possible cross-contamination between drives. After sampling, soil <br /> borings that are not converted to monitoring wells will be backfilled <br /> with a cement-bentonite grout. <br /> PJ9 9390313.000 - <br />