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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 Strength Function <br /> Weight <br /> 1.95 (Pcf) <br /> Rock Mass-Global Shear/Normal Fn. 164 HB-Global <br /> ® Silimanitic Gneiss-Global Shear/Normal Fn. 164 HB-Global-Silimanitic Gneiss <br /> 7,700 <br /> 7,500 <br /> 7,300 <br /> Factor of Safety:1.95 <br /> 7,100 Method:Spencer <br /> Bend,at El.7000 Last Solved Date:10/29/2020 <br /> Created By:Singh, Brianna <br /> 6,900 <br /> Last Edited By: Krage,Chris <br /> 6.700 Bench at El.6650 <br /> c <br /> 0 <br /> io <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 1300 1,600 1,900 2,200 2,500 <br /> Distance Along Cross-Section A-A' (ft) <br /> Morrison Quarry Permit Amendment(AM-07) SLOPE/W-South Quarry <br /> DRM P rmit M-1973-021 Proposed Benching <br /> S e GE <br /> I <br /> Case SQ_4-2_SG <br /> Consultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.22 <br /> GEI Consultants, Inc. Appendix E 22 of 41 <br /> November 2020 <br />