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0 <br /> Factor of Safety: 3.055 <br /> Stable <br /> �- Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Upper Slope Angle 2 <br /> 0 <br /> Slope Angle 85° <br /> N Slope Height 40 ft <br /> i Block Bane Angle 15° <br /> 1 Overall Base Inclination 35° <br /> o ' <br /> 0 <br /> N <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana/ysis Descnpbon Individual Bench 7113 - Rock Toppling Analysis <br /> Drawn By ompany <br /> C <br /> SMJ GEI Consultants, Inc <br /> OCTOPPLE 1.005 Date <br /> 5/24/2017, 3:20:30 PM WyffAl Data Individual Bench 7113 Direct Toppling West Facing.rtop <br />