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Unit weight <br />Effective Effective <br />Material <br />Color <br />Strength Type Friction Angle Cohesion 1.337 <br />Ib <br />c' kPa <br />Ore / DCF <br />105 <br />Mohr-Colomb 40 <br />0 <br />Foundation Materials <br />150 <br />Mohr-Colomb 40 <br />0 <br />Composite Liner <br />120 <br />Mohr Colomb 23.5 <br />0 <br />CLIENT <br />Cripple Creek & Victor Gold Mining Company <br />Section A <br />Pool elevation <br />9,377.9, saturated <br />DCF (large scale) <br />PROJECT <br />Squaw Gulch VLF PSSA <br />Slope Stability Evaluation <br />Static loading <br />amec` <br />Figure 003 <br />FOS = 1.3 <br />foster <br />PROJECTNUMBER 742011255N <br />wheeler <br />SCALE N/A REV. 0 <br />