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Slope Stability: Lower Refuse Pile, Proposed Preparation Plant • . ' • . <br />Cross Section B, Long-Term (Drained), Pseudo-static (PGA=0.166gJ _• • • <br />File Name: SectionB_Pseudostatic_0.166.gsz Contour intervals are FS=O. 1 <br />Last Saved Date: 911512009 , • • • ' • <br />Figure 6 <br />Last Saved Time: 3:29:54 PM . ? • <br />Analysis Method: Spencer • <br />• • : • • • . • . • ` . Name: Refuse <br />. • • . • • • • • • Model: Mohr-Coulomb <br />Preparation Plant Facility: • . ' • . ' • • . • ' ' . Unit Weight: 125 pef <br />Mat foundation assumed to exert ' • • ' • • • ! . • • • • . Unit Wt. Above Water Table: 110 pcf <br />a bearing pressure 014,000 psf ' . • • ' • • • t `- • • • • Cohesion: 288 psf <br />• . . • • . • • • . • • • • • • r • • • • • Phi: 30 ° <br />. as ' • . • . • • • • • 6411 <br />Name:Colluvium • . • . • ' • . • • • • • . ' • ., Access Road <br />Model. Mohr-Coulomb • • • • • • • • • • • • • . ' • ,? ' <br />Unit Weight: 132.4 pcl • • • • • • • ' • • ' • • •' ' <br />Unit Wt. Above Water Table: 122.3 pc/ / • • j • •• : • • • . : • • • Name: Mixed Alluvium/Debris Flow c 35 <br />Cohesion: 0 psf . • • • • • . : Model: Mohr-Coulomb <br />Phi: 27.5 ° __ • . <br />? • ? • . • • • • • • ? • • • Unit Weight: 131.3 pC/ ? <br />• <br />• • • • • • • '? • • . • • Unit Wt Above Water Table: 120.3 pcf <br />• • • . • • • ' Cohesion: 0 psf a 30 <br />• • • ' . • • • • • . • Phi: 33.9 ° <br />6 ii: I • • . Groundwater Surface: 6 25 <br />- (North Fork Gunnison River <br />Assumed at Elevation 6,070) <br />0 <br />O <br />r <br />x <br />C <br />C <br />C <br />C <br />O <br />_m <br />W <br />Name: Bedrock <br />Model: Bedrock (Impenetrable) <br />5.95 - <br /> <br />5 90 <br />0 r_.., <br />Horizontal Distance [ft] (x 1000)