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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> Aggregate industries WCR Inc. <br /> Color Name Model Unit Weight Strength Function <br /> (pcf) <br /> 1.34 Rock Mass-Local Shear/Normal Fn. 164 HB-Local <br /> 7,700 <br /> 7,500 <br /> 7,300 <br /> Factor of Safety:1.34 <br /> 7,100 Method:Spencer <br /> Bench at El.7000 Last Solved Date:10/28/2020 <br /> iE 6,900 Created By:Singh, Brianna <br /> c Last Edited By: Krage,Chris <br /> 0 <br /> 6,700 Bench at El.6650 <br /> W <br /> 6,500 <br /> Bench at El.6370 <br /> 6,300 <br /> 6,100 <br /> 5,900 <br /> -200 100 400 700 1,000 1,300 1,600 1,900 2,200 2,500 <br /> Distance Along Cross-Section A-A' (ft) <br /> SLOPE/W-South Quarry <br /> Morrison Quarry Permit Amendment(AM-07) Lon <br /> � Proposed Benching <br /> DRMS Permit M-1973-021GEICase SQ_1-1_Local_Top <br /> Csultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.27 <br /> GEI Consultants, Inc. Appendix E:27 of41 <br /> November 2020 <br />