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Slope Stability: Lower Re/use Pile, Proposed Preparation Plant <br />Cross Section A. Long-T9rmTDrJineb), Pseudo'stalic (?'GA=O.b69bg) Contour intervals are FS=0.1 <br />File Name: SectioaA Pseudaetatic_0.0608.gksz • • ' • ' ' <br />Last Saved Date: 9/19!2009 • . . . . . . . . <br />Last Saved Time: 'J:4?:25•PM <br />Analysis Method: Spencer • <br />. . . . . . . , . . . <br />Name: Colluvium <br />•? • ' • . . • . • • • • • • ' Model: Mohr-Coulomb <br /> I'. <br />• • . • • <br />• . <br /> . • • . • • . <br /> 6.40 , <br /> <br /> • <br /> 6.35- <br /> <br /> <br /> 6.30 - <br /> <br /> 5.25 <br /> Groundwater Surface: <br />CD ti.2G (North Fork Gunnison River <br />0 Assumed at Elevation 6.070) <br />x <br /> 615 <br />C <br />O <br /> <br />0) 6 10 <br />W Name: Mixed Alluvium/Debris Flow <br /> Model: Mohr-Coulomb <br /> Unit Weight: 131.3 pcr <br /> Unit Wt. Above Water Table 770 3 pcf <br /> Cohesion: 0 psi <br /> Phi 33 9 <br /> Unit Weight. 132.4 pct <br />• • Unit Wt. Above Water Table: 122.3 pcr <br /> Cohesion: 0 psr <br />i • Phi: 27.5 ` <br /> <br />• Preparation Plant Facility: <br /> Mat toundabon assumed to exert <br />• • • a bearing pressure of 4.000 psr <br /> <br /> f <br />• i <br /> <br />Model: Mohr-Coulomb <br />Unit Weight: 125 pcr <br />Unit WE Above Water Table: 110 pcr <br />Cohesion: 288 pst <br />Phi: 30 ' <br />Name: Bedrock <br />Model: Bedrock (Impenetrable) <br />10 0.15 0.20 0.25 0.30 0.35 0.40 0 45 05,0 0.55 060 0 65 0.70 0 75 0.80 045 0.9 <br />Horizontal Distance [ft] (x 1000) <br />Figure 3 <br />6.40 <br />6.35 <br />6.30 <br />C <br />C <br />iu <br />ou