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l y <br /> 01 1 0.300 <br /> M <br /> 0.500 <br /> 1.000 New Access Road <br /> 1.500 <br /> Cut-Through Representative Cross Section <br /> 0 2.000 <br /> 0 <br /> j"' 2.500 Rock Strength Parameters: <br /> 3.000 <br /> Cohesive Strength (c) = 1,000 psf <br /> Angle of Friction (phi) = 0 degrees <br /> 4.000.500 Surcharge (on slope) = 0 <br /> 0 <br /> N 4.500 <br /> 5.000 <br /> 5.500 <br /> 6.000+ <br /> 0 <br /> 0 <br /> N <br /> O <br /> i <br /> 2.277 Factor of Safety <br /> i + <br /> 0 <br /> 0 <br /> i I <br /> 100 ---- - - 50---- ----0 ---- 50 -- --_100 --- 150 - _ 200 --- 250 --- - -300-- -- 350 <br /> Squared,Incorporated <br /> E Figure 4 - Stability Analysis: Through-Cut Section FIGUR <br /> Environmental and Engineering Services Wildcat Mining Corporation <br /> La Plata County, CO <br /> DRAWN APPROVED <br />