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Factor of Safety: 1.945 <br /> �o i <br /> i(D <br /> Stable <br /> Toppling <br /> Sliding <br /> Base in Tension Bench width 50 ft <br /> Upper Slope Angle 2° <br /> 0 <br /> v 1 <br /> Slope Angle 85° <br /> N Slope Height 40 ft <br /> Block Base Angle 26° <br /> 1 Overall Base Inclination 35° <br /> O <br /> N I <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> AnalysisDescnp6on Individual Bench HR 7190-7260- Rock Toppling Analysis <br /> Drawn By C—pany <br /> SMJ GEI Consultants, Inc <br /> Date 5/24/2017, 3:20:30 PM File Na i a a_ n Ivl ua enc i irect opp Ing es <br /> ROCTOPPLE 1.005 <br />