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O <br />O <br />O <br />e- <br />_; <br />C <br />O <br />Ri <br />_O <br />W <br />Name: Pond NHN -003 (E -E') <br />Description: Slope stability analysis Pond NHN -003 (E -E') with NWL = 5693.3 feet <br />Name: Embankment Fill Model: Mohr - Coulomb Unit Weight: 137 pcf Cohesion: 420 psf Phi: 33 ° Piezometric Line: 1 <br />Name: Foundation Soils Model: Mohr - Coulomb Unit Weight: 109.5 pcf Cohesion: 160 psf Phi: 30 ° Piezometric Line: 1 <br />5.710 <br />5.705 <br />5.700 <br />5.695 <br />5.690 <br />5.685 <br />5.680 <br />5.675 <br />5.670 <br />5.665 <br />5.660 <br />5.655 <br />5.650 <br />5.645 <br />-100 <br />,9• <br />0 <br />2.15 <br />--- R - - -� -- --- ------ --- - - - - -- - - - - -- <br />vr <br />100 <br />Distance <br />200 <br />300 <br />