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Factor of Safety: 2.862 <br /> 0 <br /> co <br /> Stable <br /> Toppling <br /> Sliding j <br /> � Bench Width 50 ft � <br /> Upper Slope Angle 2 <br /> 0 <br /> v 4 <br /> Slope Amgle 85` <br /> I . <br /> i <br /> o Slope Height 40 n <br /> i <br /> Hlock Base Angle <br /> 1 Overall Base Inclination 35° <br /> 0 <br /> 0 <br /> N <br /> 0 20 40 60 <br /> aroj-r <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> r-1a-50p-np6on Individual Bench 7000 - Rock Toppling Analysis- 2014 Data <br /> fps _ Drawn By SM) C—Mny GEI Consultants, Inc <br /> OcroPPLE 1.005 Date 5/24/2017, 3:20:30 PM jt M Data_Individual Bench 7000B Direct Toppling West Facing.rtop <br />