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1.0 METHODS AND PROCEDURES <br /> 1.1 Soil Sam lin and Contamination Reduction <br /> Soil borings and soil sampling was performed under the direction of a Delta geologist. The soil borings <br /> will be advanced using a truck-mounted hollow-stem auger drill rig. <br />' To reduce the chances of cross contamination between boreholes, all downhole drilling equipment will <br /> be steam-cleaned between each soil boring. To reduce cross contamination between samples, the <br />' split-barrel sampler is washed in a soap solution and double rinsed between each sampling event. <br />' Soil sampling conducted in accordance with ASTM 1586-84, will use a 2-inch outside-diameter <br /> split-barrel sampler or a 2-inch inside-diameter split-barrel California-type sampler driven into the soil <br />' by a 140-pound weight falling 30 inches. After an initial set of 6 inches, the number of blows required <br /> to drive the sampler an additional 12 inches, known as penetration resistance, or the "N" value. The "N" <br /> value is used as an empirical measure of the relative density of cohesionless soils and the consistency of <br /> cohesive soils. The sampler is lined with three brass sample tubes, each 6 inches long and the <br /> outside-diameter equal to the inside-diameter of the sampler. <br /> Upon recovery, a portion of the soil sample is placed into a plastic bag and sealed for later screening with <br /> a photoionization detector (PID) as described in Section 1.3. A representative portion of the soil sample <br /> will be used for classification and description. The soil sample collected in the leading brass tubes within <br /> the California-type sampler will be labeled, sealed, and stored on ice for transport to the laboratory. <br /> 1.2 Soil Classification <br /> As the samples are obtained in the field, they will be classified in accordance with the Unified Soil <br /> Classification System. Representative portions of the samples will be retained for further examination <br /> 1 and for verification of the field classification. Logs of the borings indicating the depth and identification <br /> of the various strata, the "N" value, and pertinent information regarding the method of maintaining and <br /> advancing the borehole will be made. <br /> 1.3 Soil-Sample Screening/hNu Portable Photoionization.Detector Method <br />' After the soil samples in the plastic bags are warmed to approximate ambient temperature, the organic <br /> vapors within the headspace of the soil sample jars will be screened with a portable PID equipped with <br /> a 10.2 eV lamp calibrated to benzene. The sample bag will be opened and the detector probe <br /> immediately placed within the headspace of the bag. The highest observed reading will be recorded. <br /> RPT049.TA <br />