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max , M _ <br /> 1Q 11 D <br /> 1 Soil Sampling and Contamination Redijetion <br /> Soil borings and soil sampling were performed under the direction of a Delta engineer or geologist. The <br /> soil borings were advanced using a truck-mounted hollow-stem auger drill rig. <br /> To reduce the chances of cross-contamination between boreholes, all downhole drillin <br /> g equipment was <br /> steamed-cleaned between each boring. To reduce cross-contamination between samples, the split-barrel <br /> sampler was washed in a soap solution and a double-rinsed between each sampling event. <br /> Soil sampling was done in accordance with ASTM 1586-84. Using this procedure,a 2-inch outside-diameter <br /> split-barrel sampler or a 2-inch''f-wide-diameter California-type sampler is driven into the soil by a 140-pound <br /> weight falling 30 inches. After an initial set of 6 incLws,,:,-number of blows required to drive the sampler <br /> an additional 12 inches is known as penetration re.^istance,or the "N" value. The N value is used as an <br /> empirical measure of the relative density of cohesionless soils and the consistency of cohesive soils. <br /> Upon recovery,a portion of the soil sample was placed into a plastic bag and sealed for later screening with <br /> a photelon!zationdetector. Another portion of the soil sample was used for classification and description. <br /> F <br /> r That part of the soil sample collected in brass tubes within the California-type sampler was stored at <br /> i approximateiy 4°C for transport to the laboratory. <br /> '�' 2 iI 1 ill io <br /> - As the samples were obtained in the field, they were classified by the crew chief/geologist in accordance <br /> I <br /> with the United Soil Classification System (USCS). Representative portions of the samples were then <br /> .. retained for further examination and for verification of the field classification, Logs of the borings indicating <br /> the depth and identification of the various strata, the N value, and pertinent information regarding the <br /> method of maintaining and advancing the borehole will be made.' <br /> 1.3 8oij:&rmjIe-S9rMingIhNu Photdionization Detector Method <br /> After soil in the plastic bag were brought to ambient temperabire,the headspace vapors of the soil sample <br /> bags were screened with a portable photoioniration detector equipped with a 10.2 eV lamp calibrated to <br /> benzene. The sample bag was opened and the detector probe immediately placed within the headspace of <br /> the plastic bag. The highest observed reading was recorded. <br />