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Table 2 <br /> TRI-DISTRICTS TREIBER B RESERVOIR <br /> Summary of Seepage Analyses <br /> Hydraulic Conductivity Bedrock Liner Modeled Seepage State Engineer <br /> Station Key Depth Height Allowable Seepage <br /> (cm/s) 0t) �) (f[�/day)Per LF (ft/day per LF) <br /> Overburden 1.Ox 10-6 <br /> Sand and Gravel 1.Ox10-Z <br /> Sta. 39-00 Shale Bedrock 1.Ox10-' 4 35 0.28 1.05 <br /> Slurry Wall 1.Ox10-6 <br /> Sta. 13+00 Overburden 1.Ox10-6 <br /> (Treiber A Sand and Gravel 1.Ox 10 2 3 34 0.32 1.02 <br /> Alignment) Shale Bedrock 1.Ox10 <br /> Slurry Wall I.Ox10 <br /> 1. State Engineer's allowable seepage rate(Design Standard)through typical maximum cross-section for each pond analyzed is <br /> obtained by multiplying allowable seepage rate of 0.03 ft3/day/ftz of liner by the height of the liner(ground surface to <br /> bottom of key). <br /> P\91322\I33-91322-15001\Docs\Reports\Geotech\Tables\Table 2 Treiber B Summary of Seepage Analyses rev.docx <br />