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Factor of Safety: 4.805 <br /> o Stable Bench Width 50 ft <br /> 00, <br /> J Toppling <br /> Sliding <br /> Upper Slope Angle 2 <br /> 1 <br /> Slope Angle 85° <br /> i <br /> (CO <br /> I <br /> I <br /> p <br /> V <br /> Slope Height 70 ft <br /> o ' <br /> N <br /> Stock Base Angle 9 <br /> t Overall Base Inclination 35° <br /> 0 <br /> 0 <br /> N <br /> -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> r �f. A"&'-5°e—p6- Individual Bench 7000- Rock Toppling Analysis <br /> &awn By SMJ Company GEI Consultants, Inc <br /> OCTOPKE 1.005 Date 5/24/2017, 3:20:30 PM FtI(TAIl Data_Individual Bench 7000A Direct Toppling East Facing.rtop <br />