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Safety Factor <br /> 0.000 <br /> 0.500 <br /> New Access Road <br /> 1.000 <br /> Cut-Through Representative Cross Section <br /> 1.500 <br /> g ? z.eoc Rock Strength Parameters: <br /> 2.500 Cohesive Strength(c)=1,000 psf <br /> 3.000 Angle of Friction(phi)=0 degrees <br /> 3.500 Surcharge(on slope)=0 <br /> 4.000 <br /> N 4.500 <br /> 5.000 <br /> 5.500 <br /> 6.000+ <br /> N <br /> :.Vim}.... <br /> 2.277 Factor of Safety <br /> _.. ...................... u_ <br /> -100 50 0 50 100 150 200 250 300 350 400 <br /> R Squared,Incorporated Figure 4-Stability Analysis: Through-Cut Section FIGURE <br /> Environmental and Wildcat Mining Corporation 4 <br /> Engineering Services La Plata County,CO <br /> 1)RAW N APPROVED CREATION DATE: PLOT DATE: <br /> DM GMIR 031_1W1012 03f30t2012 <br />