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350 <br />300 <br />250 <br />200 <br />150 <br />100 <br />50 <br />C <br />-5( <br />-10( <br />-151 <br />Tailing Sand Shell <br />_ ng SjTs, <br />8edro?k - <br />-300 -200 -100 0 <br />400 <br />Project: Hukill Gulch, Proposed Tailing Impoundment, File No. M-2009-076 <br />GCL DN and subgrade interface <br />File: C:\acs files min\galena model files\hukill 4.gmf <br />1uu LUU OW <br />GALENA Version 5.01 <br />sand tailing <br />bedrock <br />slimes <br />interface GCL subgrade <br />Analysis: 1 <br />Single Stability Analysis <br />Method: Spencer-Wright <br />Surface: Non-Circular <br />Results <br />Factor of Safety: 1.52 <br />Final Angle of <br />Interstice Forces: 15.9° <br />Edited: 30 Aug 2010 Processed: 8 Sep 2010 <br />Office of Surface Mining