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1.0 METHODS <br /> 1.1 Soil Sampling and Contamination Reduction <br /> Soil borings and soil sampling will be performed under the direction of a Delta engineer or geologist. <br /> The soil borings will be advanced using a truck-mounted drill rig utilizing hollow-stem augers. <br /> V <br /> To reduce the chances of cross-contamination between boreholes, all downhole drilling equipment <br /> i r will be cleaned between borings. To reduce cross-contamination between samples, the spilt-barrel <br /> sampler will be washed in a soap solution and double-rinsed between each sampling event. <br /> Soil sampling will be done in accordance with ASTM 1586-84. Using the procedure, a 2-inch <br /> outside diameter split-barrel sampler or a 2-inch inside diameter California-type sampler is driven <br /> �.. into the soil by a 140-pound weight falling 30 inches. After an initial set of 6 inches, the number <br /> of blows required to drive the sampler an additional 12 inches is known as penetration resistance, <br /> or the "N" value. The N value is used as an empirical measure of the relative density of cohesionless <br /> La <br /> soils and the consistency of cohesive soils. <br /> Upon recovery, a portion of the soil sample will be placed into a glass jar and sealed for later <br /> screening with a portable photoionization detector(PTD). Another portion of the soil sample will be <br /> used for classification and description. The part of the soil sample collected in brass tubes within <br /> the California-type sampler will be stored at approximately 40C for transport to the laboratory. <br /> �-+ 1.2 Soil Classification <br /> As the samples are obtained in the field, they will be classified by a geologist/engineer in accordance <br /> with the Unified Soil Classification System. Representative portions of the samples will then be <br /> returned to the laboratory for further examination and for verification of the field classification. <br /> Logs of the borings indicating the depth and identification of the various strata, the N value, water- <br /> level information, and pertinent information regarding the method of maintaining and advancing the <br /> borehole will be made. <br /> t.. <br /> 1.3 Soil Sample Screening ZPortable PID Method <br /> After soil sample jars have been brought to room temperature, the headspace vapors of the soil <br /> sample jars will be screened with a portable PID equipped pped with a 10.2 eV lamp calibrated to benzene <br /> for direct reading in parts per million (ppm). The sample jar lid will be opened and the probe <br /> ,r immediately placed within the headspace of the jar. The highest observed reading will be recorded. <br />