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TABLE 9 <br /> Estimation of Hydraulic Conductivity (K,,) from CPT Pore Dissipation Results <br /> 2072 W Yosemite Avenue, Manteca, Cahfornia <br /> roring Dept t5o Ch M Kh <br /> (ft) (min) (ems/min) (cm/s) <br /> sL <br /> PT- 15 <br /> 11 22 15 167 255 05 1 2$E-0 �'� L5 a°7 <br /> PT-11 3281 0831 3751 051 1 88E-0 `t s`t <br /> r PT-11 58 89 3 50 1 35 0 5 b 75E-0 4.�s <br />■ <br /> PT-12 1362 083 375 051-- L188E_0 <br /> 8E-0 c�1l+-�5�'^Q <br /> PT-12 3543 083 375 09 <br /> L <br /> Kh = C,, X M,, X Unit Wt. Of Water <br /> t5o Time at which pore pressure returns to half of equilibrium value <br /> Ch = Coefficient of Consolidation <br /> Mh = Compressibility = 1/constrained Modulus <br /> Kt, = Hydraulic Conductivity <br /> 1 <br /> f <br /> Remedy, Inc Interim Investigation and Remediation Report .September 16, 1995 <br /> Frank's One Stop, 2072 W Yosemite Avenue Manteca, CA 01 5IIR RPT <br /> 31 <br /> I <br />