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1.0 M1;'TIiODS <br /> 1.1 Soil Samnlinr and Contaminadon Reduction <br /> Soil borings and soil sampling was performed under the direction of a Delta engineer or geologisL The <br /> soil borings were advanced using a truck-mounted d:iL rig utilizing hollow-stem augers. <br /> •i <br /> To reduce the chances of cross contamination between boreholes,all down-hole drilling equipment were <br /> cleaned between each soil boring. To reduce cross contamination between samples, the split-barrel <br /> sampler was washed in a soap solution and double rinsed between each sampling event. <br /> Soil sampling was done in accordance with ASTM 1586.84. Using this procedure, a 2-inch outside- <br /> diameter split-barrel sampler or a 2-inch inside-diameter California-type sampler is driven in.o the soil by <br /> a 140-pound weight falling 30 inches. After an initial set of 6-inches, the number of blows required to <br /> drive the sampler an additional 12 inches is known as penetration resistance, or the "N" value. The N <br /> x�. value is used as an empirical measure of the relative de Hairy of cohesionless soils and the consistem. of <br /> cohesive soils. <br /> Upon mcovery, a portion of the soil sample was, placed into a glass jar and sealed for later screening <br /> ' with a'photoioniaation detector (PID). Another portion of the soil sample was used for classification <br /> and description. That part of the soil sample collected in brass tubes within thn California-type sampler <br /> was stored at approximately 4oC for transport to the laboratory. <br /> 1.2 alt Classiticatlan <br /> As the samples are obtained in the field, they were classified by the crew chieflgeologist in accordance <br /> with ASTM:D2488-84. Representative portions of the samples were returned to the laboratory for further <br /> ' examination and for verification of the Held classification. Logs of the borings indicating the depth and <br /> identification oC the various strata, the N value, water-level information and pertinent information <br /> regarding the method of maintaining and advancing the bore hole were made. <br /> i 13 Soil-Sample ScreeninnElhNu Photoionization Detector Method <br /> After soil-sample jars have been brought to room temperature,the head-space vapors of the soil-sample <br /> jars were screened with an hNu photoionixation detector equipped with a 102 eV lamp calibrated to <br /> benzene for direct reading in parrs per million (ppm). The sample jar lid will be opened and the hNu <br /> probe immediately placed within the head space of the jar._ The highest observed reading was recorded. <br />