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Slope Stability: Proposed Pond MB5E <br />West Cross Section, Max. Pool Elevation (Steady-state) <br />Static, ESSA <br />File Name: Pond _MB5E_MaxPool_Static_ESSA.gsz <br />Last Saved Date: 911512009 <br />Last Saved Time: 3:10:45 PM <br />Analysis Method: Spencer <br />• ' • . Contour intervals are FS=0.1 <br />Name. Embankment Material <br />Model: ShearlNormal Fn. • . • • •. <br />Unit Weight: 125 pcf • ' •• <br />6 C i Unit Wt Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25',,) ; • • • ?• • • ••. • <br />r <br />Name: Clay Blanket ?' • • • • ••' • +• • r <br />6 X16' Model: Shear/Normal Fn. r <br />Unit Weight. 125 pcf • • • r <br />Unit Wt. Above Water Table. 115 pcl ? ' rr. • • • ?• •r•' <br />6 MCI Strength Function: Fully-softened (LL=37%, CF>25%) . ? • • ? <br />• • r <br />y + • • •• <br />6 055 Max. Pool El. =6.053.5 <br />2 •? ' . ?ilfei <br /> 6-050 i- <br />O <br />O <br />O <br />r 6•::45-- <br /> <br /> I I I I ? I I I 1 f 1 1 1 ? 1? <br />? cr_a <br />c <br />O <br /> <br /> <br /> <br />d <br />W <br />1 <br />Name: Compacted Foundation Material <br />Model: ShearlNormal Fn. <br />Unit Weight: 125 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (L L=37%, CF>25%) <br />8.070 <br />6.065 <br />6.06C <br />6.055 <br />6 075 <br />s C <br />X7-7, <br />r.: sG <br />Name: Foundation Material <br />Model: SheadNormal Fn. <br />Unit Weight: 127.4 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25%) 25 <br />20 <br />'S <br />i <br />n0