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O <br /> O <br /> Factor of Safety: 1.673 <br /> Stable <br /> Bench Width 50 ft <br /> "I Toppling <br /> i <br /> Sliding Upper Slope Angle 2° <br /> 1 <br /> Slope Angle 85° <br /> Co <br /> co <br /> 2 ft <br /> i <br /> 0 <br /> v <br /> Slope Height 70 ft <br /> p Block Base Angle 25° <br /> N <br /> 1 Overall Base Inclination 35° <br /> to <br /> 0 <br /> N <br /> -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> And/y515Descnp6on Individual Bench 6640 - Rock Toppling Analysis <br /> Drawn By SM3 Company GEI Consultants, Inc <br /> OCTopPLE 1.005 j Date 5/24/2017, 3:20:30 PM fWAll Data_Individual Bench 6640 Direct Toppling East Facing.rtop <br />