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Slope Stability: Proposed Pond MB5E <br />West Cross Section, Flood Elevation (Steady-state) <br />Static, USSR <br />File Name: Pond _MB5E_Flood_Static_USSA.gsz <br />Last Saved Date: 911512009 <br />Last Saved Time: 2:45:23 PM <br />Analysis Method: Spencer <br />Contour intervals are FS=0.1 • <br />6.070 • • • • ' <br /> 6 G6S - <br /> Name: Clay Blanket <br /> Model: Undrained (Phi=O) <br /> Unit Weight 125 pcf <br /> 6,:59 Unit Wt. Above Water Table: 115 pcf <br /> Cohesion: 1000 psf <br /> 6.050 - <br />O <br />O <br />O <br /> 6 cas <br />X Normal Pool-El =6,04 fO <br />? 4 ? i ? y F- F t t <br /> <br />C <br />O <br />m <br /> <br />W <br />• <br />Name: Embankment Material <br />Model: Undrained (Phi=O) <br />Unit Weight' 125 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Cohesion. 1000 psf <br />Name: Compacted Foundation Material <br />Model: Undrained (Phi=O) <br />Unit Weight: 125 pcf <br />Unit Wt- Above Water Table: 115 pcf <br />Cohesion: 1000 psf <br />t t V <br />Name: Foundation Material <br />Model: Undrained (Pht=O) <br />Unit Weight: 127.4 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Cohesion: 1000 psf <br />-70 -5li50 -ao -30 20 <br />Horizontal Distance [ft] <br />6 070 <br />6.065 <br />I <br />- 6.060 <br />?t5 <br />I I t t t t _ ,. ,?,0