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Factor of Safety: 3.076 <br /> o Stable Bench Width 50 N <br /> 100 <br /> Toppling <br /> Sliding Upper Slope Angle 2 <br /> Slope Angle 85° <br /> o <br /> v <br /> Slope Height 70 fl <br /> 0 <br /> N ` <br /> Block Base Angle 14° <br /> Overall Base Inclination 35° <br /> 0 <br /> I' <br /> 0 <br /> N <br /> -20 0 20 40 60 80 <br /> Pi oject <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Analysis Des"'a'°" Individual Bench 6850- Rock Toppling Analysis <br /> Drawn By SMJ Company GEI Consultants, Inc <br /> OCTOPPLE 1.005 Date 5/24/2017, 3:20:30 PM F'WAll Data_Individual Bench 6850 Direct Toppling East Facing.rtop <br />