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�a�c�y cc�u�ul <br /> 0.000 <br /> 0 <br /> cC,i 0.500 <br /> New Access Road <br /> 1.000 Cut-Fill Section Representative Cross Section <br /> 1.500 <br /> 2.000 <br /> 2.500 <br /> 3.000 � = <br /> 3.500 <br /> 4.000 <br /> 4.500 <br /> 0 5.000 <br /> 0 <br /> 04 5.500 <br /> L <br /> 6.000+ <br /> 1.385 Factor of Safety <br /> O # � ,yw <br /> O <br /> ,T 50000 <br /> WU oa— <br /> Loading = 900lbs/ft2 83. - <br /> ............ <br /> 0 <br /> u') <br /> 0 <br /> O -150 —100 _ —50 0 50 100 150 200 250 <br /> R Squared,Incorporated Figure 5 - Stability Analysis: Cut-Fill Section FIGUR <br /> Environmental and Wildcat Mining Corporation <br /> Engineering Services La Plata County, CO <br /> DRAWN APPROVED <br />