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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> industriesAggregate . <br /> Color Name Model Unit Strength Function <br /> Weight <br /> (Pcf) <br /> Rock Mass-Global Shear/Normal Fn. 164 HB-Global <br /> ® Silimanitic Gneiss-Global Shear/Normal Fn. 164 HB-Global-Silimanitic Gneiss <br /> Factor of Safety:3.45 <br /> Method:Spencer <br /> Last Solved Date:10/29/2020 <br /> Created By:Singh, Brianna <br /> Last Edited By: Krage,Chris <br /> 3.45 <br /> 6,600 <br /> 6,500 <br /> 6,400 <br /> 6,300 Q <br /> 6,200 j <br /> N <br /> 6,100 LJJ <br /> 6,000 <br /> 5,900 <br /> 0 100 200 300 400 500 600 700 800 900 1,000 <br /> Distance (ft) <br /> Morrison Quarry Permit Amendment(AM-07) SLOPE/W-West Quarry <br /> DRMS Permit M-1973-021 Proposed Benching <br /> G E I Case WQ_East_SG <br /> Consultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.40 <br /> GEI Consultants, Inc. Appendix E:40 of 41 <br /> November 2020 <br />