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Slope Stability: Proposed Pond MB5E <br />West Cross Section, Normal Pool Elevation (Steady-state) <br />Static, USSA <br />File Name: Pond _MB5E_Norma/Pool Static_USSA.gsz <br />Last Saved Date: 911512009 <br />Last Saved Time: 2:52:41 PM <br />Analysis Method: Spencer <br />Contour intervals are FS=0.1 . • • •• . '• . •• <br />?• • • • •• • • . ' • • • • •• , • • Name: Embankment Material <br />ht-O) <br />•••• •••• • •• ' •••• •••• •••• • •• • •••• •• Weight: 125 pct <br />Unit <br />• • • • • • • • ' - • • • • •• • • • ' Unit Wt. Above Water Table: 115 pcf <br />6.070 - • •• • •••• •••• •••• •••• • • • •• • •. •• •••••• Cohesion: 1000 psf - 6-070 <br />6.065 •?- • •• • •••• • • •- ?• • •• • • • • •• ' •. Name: Compacted Foundation Material 6.065 <br />• • .• ••' •• ?zy • • ••, • •• • .• . Model: Und ained (Phi=O) . <br />• • • • • • Unit Weight: 125 pct <br />6-060 Name: Clay Blanket • •? • • •••' ' •. • •• • ?' Unit Wt. Above Water Table: 115 pcf - 6.060 <br />Model: 125 (Phi=01 ' ' • • • • • •. • • • • Cohesion: 1000 psf <br />Unit Weight: ght: 125 pct t/ • • • • • • • ' • ? <br />6-055 Unit Wt. Above Water Table: 115 pcf • • • •• • • • ' 2 6 055 <br />Cohesion: 1000 psf • • <br />_ 6050 - • ••'• • • . • •• • r_ 0?_ <br />oas <br />x Normal Pool E1.=6,041.0 C <br />.? - -- - - --.... ... - --- C <br />C ? I. I I <br />O <br />fC <br />Name: Foundation Material <br />W <br />Model: Undralned (Phi-0) <br />Unit Weight: 127.4 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />- Cohesion: 1000 psf <br />i <br />Horizontal Distance [ft]