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Slope Stability: Proposed Pond MB5E <br />West Cross Section, Flood Elevation (Steady-state) <br />Static, ESSA <br />File Name: Pond _MB5E_Flood Static_ESSA.gsz <br />Last Saved Date: 911512009 <br />Last Saved Time: 2:25:44 PM <br />Analysis Method: Spencer <br />Contour intervals are FS=0.1 . <br /> 6.070 <br /> <br /> 6 065 <br /> <br /> 6 r,F.n - Name: Clay Blanket <br /> Model: Shear/Normal Fn. <br /> Unit Weight: 125 pcf <br /> 6 (:55 Unit Wt. Above Water Table. 115 pcf <br /> Strength Function: Fully-Softened (LL=3 7%, CF>25%) <br />.-. 6 G50 <br />O <br />O <br />O <br />v Normal Pool El.=6,0410 <br />? t,, ? f ? t t• t F t <br />r t i t <br /> , <br />C <br />O <br /> <br />_N <br />LU <br />O.uz^ <br />6.020 <br />-60 -50 <br /> <br />30 -20 .10 n 10 <br />Horizontal Distance (ft] <br />Name: Embankment Material <br />Model: Shear/Normal Fn. <br />Unit Weight: 125 pcf <br />Unit Wt Above Water Table: 115 pcf <br />Strength Function Fully-Softened (LL=37%, CF>25Y.) <br />Name: Compacted Foundation Material <br />Model Shear/Normal Fn. <br />Unit Weight: 125 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25%) <br />I <br />Name: Foundation Material <br />Model: ShearlNomre/ Fn. <br />Unit Weight: 127.4 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37Y., CF>25%) <br />20 30 40 50 60 7C <br />6070 <br />6.065 <br />6.060 <br />6055 <br />6 015 <br />C <br />C <br />6 040 <br />6.035 ` <br />6030 <br />6 025 <br />6 021: <br />6 015 <br />6.010 <br />an