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`�O Unit Weight Cohesion Phi Allow <br /> Material Name Color g Strength Type PC a PC b Water Surface <br /> (lbs/ft3) (psf) (deg) Sliding <br /> � 0.07 <br /> Composite Ore L 125 Mohr-Coulomb 1500 34.5 Piezometric Line 1 <br /> Foundation(Fill) a 120 Mohr-Coulomb 0 35 None <br /> Foundation I ' <br /> (Intact) 153 Infinite strength Yes None <br /> 0 7 Composite Liner <br /> o i! ®Interface 120 Power Curve 1.2 0.9 None <br /> i <br /> 1 <br /> Method Name Min <br /> FS <br /> Spencer 1.2 <br /> to . <br /> oGLE/Morgenstern-Price 1.2 <br /> III 1 <br /> 0 <br /> o <br /> o v�. <br /> 0 <br /> 0 <br /> S <br /> rn <br /> 0 500 1000 1500 2000 2500 3000 3500 <br /> Phase 3 Valley Leach Facility Stability Analysis <br /> AnalysisDescdp6on Section 1 - Pseudostatic <br /> ■NewFields <br /> Drawn By MGW scale 1:4700 Company Cripple Creek and Victor Mine <br /> LIDEINTERPRET 8.020 1 <br /> Date Printed 11/13/2019 File Name Section 1 - North VLF Slope.slmd <br />