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Slope Stability: Proposed Pond MBSE <br />West Cross Section, Normal Pool Elevation (Steady-state) <br />Static, ESSA <br />File Name: Pond _MBSE_NormalPool_Static_ESSA.gsz <br />Last Saved Date: 911512009 <br />Last Saved Time: 2:57:51 PM <br />Analysis Method: Spencer <br />Contour intervals are FS=0.1 <br /> 6.070 - <br /> 6 065 <br /> 6 06o Name: Clay Blanket <br /> Model: Shear/Normal Fn. <br /> Unit Weight: 125 pcf <br /> 6 C55 Unit Wt. Above Water Table: 115 pcf <br /> Strength Function: Fully-Softened (LL =37%. CF>25%) <br /> 6 050 <br />O <br />O <br />O <br /> <br />x Normal Pool E1.=6.041.0 <br /> -?? F a t t <br /> <br />c <br />0 <br />M <br />_N <br />W ; <br /> c. : <br /> <br /> <br />? o <br />-..-..it1: 0 10 <br />Horizontal Distance [ft] <br />Name: Embankment Material <br />Model: Shear/Normal Fn. <br />Unit Weight. 125 pct <br />Unit Wt. Above Water Table: 115 pct <br />Strength Function: Fully-Softened (LL=37%, CF>25%) <br />Name: Compacted Foundation Material <br />Model: SheaNNormal Fn. <br />Unit Weight- 125 pct <br />Unit Wt. Above Water Table: 115 pct <br />Strength Function: Fully-Softened (LL=37%. CF>25%l <br />Name: Foundation Material <br />Model: ShearlNormal Fn. <br />Unit Weight: 127.4 pct <br />Unit W. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=3711., CF-25%) <br />20 30 40 50 60 70 <br />6.070 <br />- fi 065 <br />6.060 <br />6 055 <br />6045 <br />_ <br />C <br />C <br />6 040 c <br />6035 <br />` <br />60-30 <br />6-025 <br />6 020 <br />6 015 <br />6 010 <br />60