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Factor of Safety: 2.867 <br /> Stable <br /> Bench Width 50 ft <br /> o <br /> 00 <br /> Toppling <br /> Sliding Upper Slope Angle 2° <br /> Slope Angle 85 <br /> o <br /> l0 <br /> O <br /> v j <br /> Slope Height 70 ft <br /> 0 <br /> N <br /> Block Base Angle 15° <br /> 1 <br /> i <br /> i <br /> ' Overall Base Inclination 35° <br /> J <br /> 7 <br /> { <br /> o <br /> N <br /> -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Anal)-sDi,-nptlon Individual Bench 7113- Rock Toppling Analysis <br /> Drawn By ompany <br /> C <br /> SMJ GEI Consultants, Inc <br /> ROCTOPPLE 1.005 Date 5/24/2017, 3:20:30 PM F'tl`"fY All Data_Individual Bench 7113 Direct Toppling East Facing.rtop <br />