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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> --A - <br /> Color Name Model Unit Weight Strength Function <br /> (per <br /> Rock Mass-Global Shear/Normal Fn. 164 HB-Global <br /> 2.01 <br /> 7,400 <br /> 7,300 <br /> 7,200 <br /> Factor of Safety:2.01 <br /> 7,100 Method:Spencer <br /> 7,000 Bench at El.7000 Last Solved Date:10/29/2020 <br /> 6900 Created By:Singh, Brianna <br /> Last Edited By: Krage,Chris <br /> 6,800 <br /> I <br /> CO 6,70o Bench at El.6650 <br /> j 6,600 <br /> 4) <br /> LLJ 6,500 <br /> 6,400 Bench at El.6370 <br /> 6,300 <br /> 6,200 <br /> 6,100 <br /> 6,000 <br /> 5,900 <br /> 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 <br /> Distance (ft) <br /> Morrison Quarry Permit Amendment(AM-07) SLOPE/W-West Quarry <br /> DRMS Permit M-1973-021 Proposed Benching <br /> GE1 Case WQ_West <br /> Consultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.25 <br /> GEI Consultants, Inc. Appendix E:25 of 41 <br /> November 2020 <br />