Laserfiche WebLink
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 /> 2.14 (PCQ <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:2.14 <br /> 7,100 Method:Spencer <br /> Bench at El.7000 Last Solved Date:10/28/2020 <br /> 6,900 Created By:Singh, Brianna <br /> Last Edited By: Krage,Chris <br /> 6,70a <br /> � Bench at EI.6650 <br /> 0 <br /> .6 <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 /> Morrison Quarry Permit Amendment(AM-07) SLOPE/W-South Quarry <br /> DRMS Permit M-1973-021 Proposed Benching Case <br /> GE I SQ_2-3_SG <br /> Consultants <br /> Aggregate Industries WCR Inc. Project 2003841 November 2020 Figure E.12 <br /> GEI Consultants, Inc. Appendix E: 12 of 41 <br /> November 2020 <br />