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Material Keys <br /> Working Platform <br /> Sand and Gravel <br /> Slurry Wall <br /> 4740 Weathered Bedrock <br /> Bedrock <br /> 4720 <br /> 4700 — <br /> Location of Structure <br /> 4680 - I - <br /> 1 16111 <br /> f. <br /> T-P*11 <br /> 4660 <br /> 4640 <br /> 4620 — <br /> 4600 — <br /> Anal sis 1 <br /> 4580 — Single Stability Analysis <br /> Method. Spencer-Wright <br /> Surface: Circular <br /> 4560 Results <br /> -150 -100 -50 0 50 Factor of Safety. 3.77 <br /> GLENS version 610 Interslice Force(Final)Angle: 10.2 <br /> BMjp!g Martin Marietta-Greeley 35th Ave Edited 23 Feb 2015 Processed23 Feb 2015 <br /> 3:1 Slope <br /> File: C:\Users\psh\lVly Projects\aWeld CoWartin Marietta-Greeley 35th Ave Pit-M1 977036\35th Sloped.gmf US Dept of Interior-Office of Surface Mining <br />