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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> Aggregate industries VVCK Inc. <br /> Color Name Model Unit Weight Strength Function <br /> (pcf) <br /> 2 Rock Mass-Global Shear/Normal Fn. 164 HB-Global <br /> 7.700 <br /> 7,500 <br /> 7,300 <br /> Factor of Safety:2.04 <br /> 7,100 Method:Spencer <br /> Bend,at El.7000 Last Solved Date:10/28/2020 <br /> 6900 Created By:Singh, Brianna <br /> Last Edited By: Krage,Chris <br /> -- 6700 <br /> Bench at EI.6650 <br /> 0 <br /> a1 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 1900. 2,200 2,500 <br /> Distance Along Cross-Section A-A' (ft) <br /> Morrison Quarry Permit Amendment(AM-07) SLOPE/W- South Quarry <br /> DRMS Permit M-1973-021 Proposed Benching <br /> GE I Case SQ_3-1 <br /> Consultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.13 <br /> GEI Consultants,Inc. Appendix E: 13 of 41 <br /> November 2020 <br />