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� I <br /> Factor of Safety: 2.683 <br /> Stable <br /> Bench Width 50 ft <br /> a! Toppling <br /> Sliding Upper Slope Angle 2 <br /> I <br /> I <br /> Slope Angle 85 <br /> O <br /> i <br /> i <br /> O <br /> Slope Height 70 ft <br /> O <br /> N <br /> Block Base Angle 16` <br /> 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 /> �kill Ana/ysisDescripbon Individual Bench 7000- Rock Toppling Analysis- 2014 Data <br /> y Drawn By SM] Company GEI Consultants, Inc <br /> (XTOPKE,005 Date 5/24/2017, 3:20:30 PM 'M(TATI Data Individual Bench 7000B Direct Toppling East Facing.rtop <br />