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Factor of Safety: 2.536 <br /> o I <br /> m I <br /> Stable <br /> __---! Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Upper Slope Angle 2° <br /> 0 <br /> v � <br /> Slope Angle 85` <br /> N Slope Height 40 ft <br /> Block Base Angle 18 <br /> „j- <br /> 1 Overall Base Inclination 35 <br /> 0 <br /> c= <br /> 0 <br /> N <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> t-1�� AnalyslsDescapPon Individual Bench HR 7050-7170- Rock Toppling Analysis <br /> Drawn By Company <br /> ti 6-4 � SMJ GEI Consultants, Inc <br /> OCTOPPLE 1.005 Date 5/24/2017, 3:20:30 PM File NaData—Individualencn Ire I opp mg es <br />