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. . . . . . . . . . . . . <br />le, Proposed Preparation Plant <br />ainebil, Static <br />rue name: secuoaA bralifc.gez . . . . . . . . . <br />Last Saved Date: 9115/2009 <br />Last Saved Time: 4:51:46?PM <br />Analysis Method.' Spence? ' <br />. . . . . . . . . . . . . . . . . . . . . <br />'.,? . • • • . . . . . . • . . . <br />• • . • . • . . . . . . . . . . <br />6.40 <br />6.215 -- <br />6.30 -- • • • . . . • • • • • . ¦:: <br />6 25 <br />Name: Refuse <br />Groundwater Surface: Model: Mohr-Coulomb <br />6-20 -- (North Fork Gunnison River Unit Weight: 125 pcf <br />Assumed at Elevation 6,070) Unit M. Above Water Table: 110 pcf <br />r.. Cohesion: 288 psf <br />x Phi: 30' <br />C <br />O <br />? 6.10 - -------. <br />W Name. Mixed Alluvium/Oebns Flow <br />Model: Mohr.Coulomb <br />Unit Weight: 131.3 pcf <br />6.05 Unit Wt Above Water Table 120 3 pt. <br />Cohesion. 0 pst <br />Phi: 33.9 ° <br />Contour intervals are FS=0.1 <br />Figure 1 <br />Name: Colluvium <br />Model: Mohr-Coulomb <br />Unit Weight: 132.4 pcf <br />Unit Wt. Above Water Table: 122.3 pcf <br />Cohesion: 0 psf <br />Phi: 27.5 ` <br />640 <br />i Preparation Plant Facility: <br />i Mat foundation assumed to exert <br />a bearing pressure of 4.000 psf <br />- 6.35 <br />6.30 <br />se.w.re ? . ? mnw <br />C <br />C <br />15 <br />a <br />Name: Bedrock <br />Model: Bedrock (Impenetrable) <br />10 <br />0 05 0 10 c; 15 0.20 0 25 0.30 0.35 a 40 0.45 050 0.55 0.60 0.65 0.70 0-75 0.80 0.85 0.90 0 95 <br />Horizontal Distance [ft) (x 1000)