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o0 7Colorit Weight Cohesion Phi Allow <br /> Material Name Ibs/ft3) Strength Type (psf) (deg) Sliding PC a PC b Water Surface <br /> Composite Ore L 125 Mohr-Coulomb 1500 34.5 Piezometric Line 1 <br /> I1 Foundation(Fill) L 120 Mohr-Coulomb 0 35 None <br /> Foundation 153 Infinite strength Yes <br /> (Intact) LNone <br /> 0 Composite Liner <br /> o-- ®Interface 120 Power Curve 1.2 0.9 None <br /> 1 <br /> Method Name Min <br /> FS <br /> Spencer 1.4 <br /> o— GLE/Morgenstern-Price 1.4 <br /> 0I <br /> o <br /> I <br /> 0 <br /> LO <br /> 1 <br /> I <br /> 0 500 1000 1500 2000 2500 3000 3500 <br /> Phase 3 Valley Leach Facility Stability Analysis <br /> E'NewFields AnatysisDesc O" Section 1 - Static <br /> Drawn By MGW scale 1:4700 Company Cripple Creek and Victor Mine <br /> LIDEIPfTERPRET 8.020 DatePr/nted 11/13/2019 File Name Section 1 - North VLF Slope - Copy.slmd <br />