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TABLE 2 <br /> ANALYTICAL RESULTS OF SOIL SAMPLES <br /> Genova Bakery <br /> 749 North Sierra Nevada Street, Stockton, California <br /> mg/kg <br /> Sample TPH as Ethyl- Total <br /> ID Gasoline Benzene Toluene benzene Xylenes Lead <br /> MW8-25 ND ND ND ND ND NA <br /> MW8-40 ND ND ND ND ND NA <br /> MW8-50 ND ND ND , ND ND NA <br /> MW9-40 ND ND ND ND ND NA <br /> MW9-60 ND ND ND ND ND NA <br /> CB1-15 ND ND ND ND ND 12 <br /> CBI.-20 300 ND ND ND ND 9 <br /> CBI-25 ND ND ND ND ND NA <br /> CBI-30 ND ND ND ND ND NA <br /> CBI-35 2,200 ND 014 14 23 NA <br /> CB1-45 ND ND ND ND ND NA <br /> CBI-60 ND ND ND ND ND NA <br /> CB2-30 39 ND ND ND ND NA <br /> CB2-35 450 ND ND ND 15 NA <br /> CB2-40 ND ND ND ND 00054 NA <br /> CB2-50 ND ND ND ND ND NA:::]l <br /> mg/kg = Paris per million(Ppm) <br /> ND = None Detected <br /> NA = Not Analyzed <br /> 4-3 Relative Groundwater Elevation and Gradient <br /> The relative elevation of the groundwater in each well was calculated by subtracting the <br /> water depth from the surveyed casing elevation (Table 1) Groundwater gradient was <br /> calculated to be 0 0024 ft/ft directed N 800 E Figure 5 illustrates the relative groundwater <br /> Eelevation and gradient direction <br /> Ck elop a Audra Sena.tpe <br /> 10 <br /> Gaeeva nekery QRl7 M/l 1 <br />