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ksf r ' 0.18 f <br /> I ksf 1 <br /> - -� - - - - -- '--- <br /> � <br /> 10 Q53- - - - --- - - ! <br /> i <br /> ksf <br /> 1 i <br /> kt <br /> ---- i <br /> i.07 <br /> 30 <br /> D.1 <br /> 8 <br /> ksf I <br /> sf I kSf <br /> 0 1 2 0 1 2 0 1 <br /> 2 0 1 2 <br /> Effective Earth Pressure(ksf) Hydrostatic Pressure(ksf) Compaction Pressure(ksf) Seismic Pressure(ksf) <br /> Notes: <br /> 1- Effective earth pressure was estimated assuming unyielding wall and use of imported Pili. <br /> 2- Compaction pressure was estimated assuming use of light compaction equipment. <br /> 3- Seismic pressure was estimated assuming PGA=0.36g. <br /> 4- Estimated hydrodynamic pressure would be relatively insignificant and can be ignored. <br /> 5- Surcharge loads are presented on Figure 5. - A <br /> Figure 4 <br /> Earth Pressures on Permanent Wali <br /> Brookside Pump Station <br /> Stockton,California <br />