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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> Aggregate industries CR Inc. - --- — <br /> Color Name Model Unit Weight Strength Function <br /> (1cf) <br /> 1.20 Rock Mass-Local Shear/Normal Fn. 164 HB-Local <br /> 7,700 <br /> 7,500 <br /> 7,300 <br /> Factor of Safety:1.20 <br /> 7,100 Method:Spencer <br /> Bench at El.7000 Last Solved Date: 10/29/2020 <br /> 6900 Created By:Singh, Brianna <br /> Last Edited By: Krage,Chris <br /> -- s,7oo <br /> � Bench at El.6650 <br /> 0 <br /> 7� <br /> N 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 coo 1,300 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 /> DRMS Permit M-1973-021 E <br /> Proposed Benching <br /> G ICase SQ_4-1_Local_Int <br /> Consultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.31 <br /> GEI Consultants, Inc. Appendix E:31 of 41 <br /> November 2020 <br />