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I S. <br /> Soil and groundwater contamination levels encountered during phase II (borings <br /> 10-15) failed to confirm those encountered during phase I (borings 1-9). The <br /> highest concentration of hydrocarbons in soil was found to be 170,000 ppb for <br /> TPH/gasoline at five-foot sample in boring 6. This level is well below the <br /> 1,000,000 ppb action level set by the California Department of Health Services <br /> for soil excavation (State Water Resources Control Board, 1987, p.84). <br /> The highest groundwater contamination was found in the sample withdrawn from <br /> boring 6, where groundwater was encountered at about 13 feet, just after drilling <br /> into a peat material. Groundwater taken from this boring was found to contain <br /> 1.2 ug/l (equivalent to ppb) of benzene and 3800 ug/1 of gasoline. Action levels <br /> for benzene in groundwater are currently 0.7 ppb (per conversations with Robert <br /> Evans and David Brent, Central Valley Regional Water Quality Control Board, <br /> September 19, 1988). <br /> Although the benzene content of the water sample taken from boring 6 exceeds <br /> acceptable levels for drinking water we believe that the down-hole variation in <br /> measured contaminant intensity, in combination with the drilling procedures used, <br /> warrant further discussion. <br /> Boring 6 was made on the levee. During the boring we encountered 2 feet gravelly <br /> fill over about 11 feet of silty clay. At about 12.5 feet we drilled from silty <br /> clay into a peat material and encountered groundwater almost immediately. <br /> Drilling was done using hollow-stem augers, and sampling was done through the <br /> augers using a hammer-driven split spoon sampler. In accordance with standard <br /> practice the sampling devices were steam-cleaned prior to each sample drive and <br /> the auger was steam-cleaned between borings but continuously advanced between <br /> drives within any single boring. The contamination levels of the soil samples <br /> taken at 5 feet and 10 feet and the water sample taken upon termination of the <br /> boring at 15 feet are shown in Table 2. <br /> It is apparent from Table 2 that contamination encountered in boring 6 was <br /> greatest, in every measured contaminant, in the soil sample from 5 feet. <br /> Contamination in the soil sample from 10 feet was approximately 1/100 of the <br /> contamination measured at 5 feet. Contamination in the groundwater sample from <br /> 14 feet was found to be intermediate in value between the two soil samples - <br /> i.e. , groundwater was less contaminated than the sample at 5 feet, but 3 to 76 <br /> times as contaminated as the soil sample taken from above it at 10 feet. Both <br /> the analyzed soil samples were taken from an 11 foot thick auger of silty clay- <br /> probably a low-permeability material. The groundwater sample was taken from <br /> groundwater encountered when we bored into a mixture of peat and clay- probably a <br /> more permeable material. We suspect that the augerhead and plug may have <br /> contacted and retained contaminated material while the boring was deepened from <br /> the more contaminated material (5 feet) to less contaminated material (10 feet <br /> and below water at 13 feet). The greater contaminant levels measured in the <br /> groundwater sample, when compared to the more shallow sample from 10 feet, may be <br /> due to transfer of contaminants from the auger by water, to an aqueous sample. <br />