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i <br /> Factor of Safety: 3.236 <br /> Stable Bench width 50 n <br /> Go <br /> Toppling <br /> SlidingUpper Slope Angle 2 <br /> Slope Angle 85° <br /> O <br /> t0 <br /> i <br /> i <br /> I <br /> t <br /> O <br /> '7 <br /> Slope Height 70 ft <br /> i <br /> O <br /> N <br /> Block Base Angle 12` <br /> Overall Base Inclination 35° <br /> o- <br /> 0 <br /> N <br /> -20 0 20 40 60 80 <br /> Pw)ecr <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> A-lyslsD—pO- Individual Bench 6850- Rock Toppling Analysis <br /> Drawn By SMJ C—P-Y GEI Consultants, Inc <br /> ROCrOPPLE 1.005 1 Date 5/24/2017, 3:20:30 PM IFWAII Data_Individual Bench 6950 Direct Toppling East Facing.rtop <br />