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Factor of Safety: 3.275 <br /> Stable <br /> Bench Width 50 ft <br /> ----- Toppling - <br /> Upper Slope Angle 2 <br /> o Sliding <br /> Slope Angle 85 <br /> i <br /> I <br /> N Slope Height 40 ft <br /> Block Base Angle t <br /> 1 Overall Base Inclination 35° <br /> 0 <br /> o <br /> N <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> L1..� Ana1y-sDe-npton Individual Bench 6850- Rock Toppling Analysis <br /> Drawn By opy <br /> Cman <br /> SMJ GEI Consultants, Inc <br /> OCTOPPLE 1.005 Date 5/24/2017, 3:20:30 PM f*jff ll Data_Individual Bench 6850 Direct Toppling West Facing.rtop <br />