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TABLE 2 <br /> Calculated Hydraulic Properties <br /> Chevron Service Station 9-1452 <br /> 334 East Main Street <br /> Ripon,California <br /> Well Saturated Analysis Hydraulic Properties <br /> Thickness(feet) Method <br /> Transmissivity Hydraulic Conductivity Storativity <br /> (ft2/min) gpd/ft cm/sec <br /> MW-1 6 Cooper-Jacob 5.9 65,000 0.5 0.01 <br /> Theis(Recovery) 1.4 15,000 0.12 <br /> MW-2 5 Cooper-Jacob 5.2 56,000 0.53 0.0016 <br /> Theis(Recovery) 1.2 13,000 0.12 <br /> MW-4 7.9 Cooper-Jacob 2.3 25,000 0.15 0.03 <br /> Theis(Recovery) 0.7 7,500 0.05 <br /> MW-51D 26 Cooper-Jacob 2.3 25,000 0.05 0.05 <br /> Theis(Recovery) 0.5 5,500 0.01 <br /> MW-6D 21 Cooper-Jacob 1.9 20,500 0.05 0.05 <br /> Theis(Recovery) 0.7 7,500 0.02 <br /> MW-8 9 Cooper-Jacob 0.6 6,900 0.04 <br /> Theis(Recovery) 0.8 8,100 0.04 <br /> MW-8 9 Slug Injection 0.2 1,950 0.01 <br /> Geometric Mean* 1.4 15,000 0.07 0.020 <br /> *Note-slug injection data was not used for the calculation of the geometric mean. <br /> � I <br /> I:\Chevron\91452\tables\Aquifer test tableAs 1 of 1 <br />