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Factor of Safety: 6.056 <br /> o <br /> _._._ Stable <br /> Toppling <br /> Sliding <br /> Upper Slope Angle 2` <br /> 0 <br /> v � <br /> Slope Angle 45° <br /> I <br /> Block Base Angle 10° <br /> N Slope Height 40 ft <br /> 1 Overall Base Incli io nat n 35° I <br /> 0 <br /> I I <br /> o <br /> N <br /> i <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> AnalysisDescripton Global- Rock Toppling Analysis <br /> 1 Drawn By Com�t7ny <br /> SMJ GEI Consultants, Inc <br /> OCTOPPLE 1.005 Date 5/24/2017, 3:20:30 PM File Name Global- Rock Toppling Analysis.rtop <br />