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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 /> 1.30 Rock Mass-Local Shear/Normal Fn. 164 HB-Local <br /> 7,700 <br /> 7,500 <br /> 7,300 <br /> Factor of Safety:1.30 <br /> 7,100 Method:Spencer <br /> Bench at El.7000 Last Solved Date: 10/29/2020 <br /> 6,900 Created By:Singh, Brianna <br /> Last Edited By: Krage,Chris <br /> 6,700 <br /> � Bench at EI.6650 <br /> 0 <br /> is <br /> 6,500 <br /> w <br /> Bench at El.6370 <br /> 6,300 <br /> 6,100 <br /> 5,900 <br /> 5,700 <br /> 5,500 <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 /> F "Consultanis <br /> SLOPE/W-South Quarry <br /> Morrison Quarry Permit Amendment(AM-07) <br /> DRMS Permit M-1973-021 G I Proposed Benching <br /> Case SQ_4-2_LocalInt <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.32 <br /> GEI Consultants,Inc. Appendix E:32 of 41 <br /> November 2020 <br />