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0 <br /> Factor of Safety: 2.536 <br /> Stable <br /> Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Base in Tension <br /> Upper Slope Angle 2° <br /> 0 <br /> v � <br /> Slope Angle 85 <br /> I <br /> i <br /> °r <br /> N Slope Height 40 ft <br /> Block Base Angle 20° <br /> Overall Base Inclination 35° K <br /> p <br /> O <br /> N <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> 1 till <br /> And/ysisDe-npbon Individual Bench 6900 - Rock Toppling Analysis <br /> Drawn By Company C <br /> SMJ GEI Consultants, Inc <br /> OcroPPLE 1.D05 Date 5/24/2017, 3:20:30 PM 'WI ffAl Data_Individual Bench 6900 Direct Toppling West Facing.rtop <br />