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�i <br /> H:a <br /> ,presen <br /> ed in <br /> .s. <br /> Figure 1-2. Ana9ytic survvey from <br /> completed. MeinxelderLdrilled and <br /> 1.1 aper the soil-gas ~veils <br /> sampled three borings and constructed three monitoring <br /> indicated a very <br /> ' (Figure 1-2). :\naivses of samples from the boring of the <br /> minimal detection of toluene in one sample.detection 'limits (Table 1-1).The remainder lysis of <br /> analyses were below the dete <br /> samples or groundwater were ail below detection'limits (Table 1-11. <br /> ` Site Seth <br /> i <br /> E • <br /> The work site is locatred adjacent to the Stockton Deep Water <br /> channel. The land surface in the area of the tank <br /> lies approximately <br /> 10 feet above mean sea level. <br /> r Site Sufic Geoff <br /> ------------ <br /> Soils encountered to a depth of 30 feet. according to the work <br /> ored to a <br /> performed by Kleinfelder, the subsurface soils ohanved been <br /> downward <br /> -grained <br /> depth of 30 feet. The soils consist d sand and clayey fine-gra <br /> of clay-silt, clay to silty fins-grafi <br /> sand. The overall fine-grained size of the soli is consistent with the <br /> ` r. <br /> location of the site within the flood plain of the San Joaquin <br /> >, Site Specific HydMIO Y <br /> During construction of the three monitorina wells (1iW-1 to ti1W-3), <br /> f- p from 9 to 14 feet. <br /> i. groundwater was encountered at a depth ranging wells is ui>iuiown, but for at <br /> Depth to water after development of the <br /> �..< least well MW-3, the static water level is aboflowhgradient ex st <br /> Kieinfelder has indicated that a groundwat <br /> south-southwest• measurement of <br /> that trends toward the ns by Kleinfelder has <br /> groundwater levels on two differwent is occa affect d by tidal-induced <br /> Suggested that the groundwater gr' water shipping channel• <br /> water level fluctuations in the nearby deep <br /> me <br /> y, <br /> 1-2 <br />