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TABLE 1 <br /> CALCULATED HYDRAULIC PROPERTIES <br /> Former Chevron Service Station 9-0557 <br /> 139 South Center Street <br /> Stockton,California <br /> Well Saturated Analysis Hydraulic Properties <br /> Thickness(feet) Method <br /> Initial displacement Hydraulic Conductivity(K) Transmissivity(T) <br /> ft ft/da ftp/min <br /> MW-3 36.38 Bouwer-Rice 0.948(slug out 30.19 1098.31 <br /> 1.163(slug in 34.29 1247.47 <br /> 1.324(slug in 29.47 1072.12 <br /> 1.853(slug out 37.90 1378.80 <br /> MW-9 33.39 Bouwer-Rice 1.739(slug in 16.17 539.92 <br /> 2.$56 slu out 16.51 551.27 <br /> 3.317(slug in 15.10 504.19 <br /> 2.145(slug out 14.16 472.80 <br /> MW-12 8.87 Bouwer-Rice 0.348(slug in 3.09 27.42 <br /> 0.486(slug in 1.41 12.50 <br /> 1.815(slug out 11.29 100.14 <br /> 2.005(slug out 9.67 85.77 <br /> MW-1 34 Cooper-Jacob NIA(pume test 2.18 74.21 <br /> Theis(Recovery) NIA(pump test 1.42 48.30 <br /> MW-11 34 Cooper-Jacob NIA um test 2.48 84.44 <br /> Theis(Recovery) NIA(pump test 0.96 32.53 <br /> j Theis NIA(pump test 73.59 2502.00 <br /> MW 2 34 Theis N/A(pump test 2.23 75.72 <br /> Geometric Mean 16.78 550.44 <br /> 1:5Chevron19M7dableMAquifer test table xis 1 of 1 <br /> I <br />