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a <br /> -EM <br /> 1.0 CT}i D <br /> LI _Soll Samplin md Contamination iiednctlan <br /> Soil borings and soil sampling will be performed under the direction of a Delta engineer or geologist. <br /> =-Y The soil borings will be advanced using a truck-mounted drill rig utilizing hollow-stem augers. <br /> t To reduce the chances of cross-contamination between boreholes,all down-hole drilling equipment <br /> will be cleaned between borings. To reduce cross-contamination between samples, the split-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 this procedure, a two-inch <br /> t O,D.split-barrel sampler or a two-inch I.D.California-type sampler is driven into the soil by a 140- <br /> pound weight falling 30 inches. After an initial set of six inches, the number of bows required to <br /> drive the sampler an additional 12 inches is known as penetration resistance,or the"N"value. The <br /> N value is used as an empirical measure of the relative density of cohesionless soils and the <br /> consistency of cohesive soils. <br /> � a <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. Another portion of the soil sample will be used <br /> for classification and description. That part of the soil sample collected in brass tubes within the <br /> ` California-type sampler will be stored at approximately 4°C for transport to the laboratory. <br /> 1.1 55011 Classification <br /> As the samales are obtained in the field,they will be classified by a geologist/engineer in accordance <br /> with ASTM:D 2488-84. Representative portions of the samples will then be returned to the <br /> laboratory for further examination and for verification of the field classification. Logs of the <br /> borings indicating the depth and identification of the various strata, the N value, water-level <br /> information and pertinent information regarding the method of maintaining and advancing the bore <br /> hole will be made. <br /> 1.3 Soil-Sample Screening/1P rtable Ph tolonizatlon Detector Method <br /> After soil-sample jars have been brought to room temperature, the head-space vapors of the soil- <br /> sample jars will be screened with a portable photoioni7.at?on detec,or equipped with a 10.2 eV lamp <br /> calibrated to benzene for direct reading in parts per million(ppm).The sample-jar lid will be opened <br /> and the probe immediately placed within the hea=l spice of the jar. The highest observed reading <br /> -- -: will be recorded.- - <br />