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Factor of Safety: 0.962 <br /> Stable <br /> o -— Bench Width 50 ft <br /> ao � <br /> Toppling <br /> Sliding Upper Slope Angle 2 <br /> 1 1 <br /> Slope Angle 85 <br /> i <br /> i <br /> i <br /> o <br /> a <br /> Slope Height 70 ft <br /> 0 <br /> N ' <br /> X <br /> ' overall Base Indination 35' <br /> o , <br /> C, <br /> CV <br /> -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Anatys/sDescr/ptl— Individual Bench 6900- Rock Toppling Analysis <br /> y Drawn By ompany <br /> C <br /> SMJ GEI Consultants, Inc <br /> ocroPPLE,.m Date 5/24/2017, 3:20:30 PM FWAll Data Individual Bench 6900 Direct Toppling East Facing.rtop <br />