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• <br />TABLE OF <br />Conditions Anal}'zed: <br />Colluviun: c = <br />c = <br />Bedrock: c = 40 <br />BLUE RIBBON MINE <br />SLOBE STABILITY ANALYSIS RESULTS <br />374 psf, 0 = 16 (residual strength) <br />446 psf, 0 = 19 (peak strength) <br />00 psf, 0 = 33 <br />Seepage condition - 4 feet thick seepage zone at bedrock/ <br />colluviu~n interface <br />x coord. <br />Shoe (ft 1 y coord. <br />(ft.) <br />R(ft.) <br />F <br />SFI(`) <br />Case I: <br />Peak Strength <br />Above Access <br />Road 312.0 6588.0 211.47 0.92 -50.38 <br />Below Access <br />Road 280.0 6498.0 152.32 1.22 -24.69 <br />• Residual Strength <br />Above Access <br />Road 312.0 6588.C 211.47 0.77 -50.35 <br />Helow Access <br />Road 280.0 6498.0 152.32 1.089 -24.68 <br />Case II: <br />Peak Strength <br />Circular <br />Abe~e Access <br />Road 280.0 6540.0 194.03 3.50 -24.65 <br />Below Access <br />Rozd 352.0 6591.0 251.88 2.58 -23.32 <br />wedge <br />Above Access <br />Road 1.26 -47.71 <br />Residual Strength <br />Circular <br />• P.bove Access <br />Road 280.0 65;0.0 194.03 3.2 -2a.68 <br />Below Access <br />P.cad 352.C 6591.0 251.88 2.58 -23.42 <br />