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o , <br /> 0 <br /> Factor of Safety: 1.049 <br /> Stable <br /> Bench Width 50 ft <br /> 00 - --' Toppling <br /> Sliding Upper Slope Angle 2' <br /> 1 <br /> Slope Angle 85` ?� <br /> co pp+ <br /> s <br /> t 1x�e <br /> i <br /> 0 <br /> Slope Height 70 ft <br /> Block Base Angle 26° <br /> 0 <br /> N <br /> l <br /> Overall Base Inclination 35° <br /> C ! <br /> i <br /> i <br /> I <br /> o '. <br /> N <br /> -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> aatys1soesc paon Individual Bench HR 7190-7260 - Rock Toppling Analysis <br /> &aw„By SM] Company GEI Consultants, Inc <br /> Date 5/24/2017, 3:20:30 PM File Nam I a a_ n lvl ua Bencherect opp ing a <br /> st <br /> kOUVLE t�s <br />