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Material Keys <br /> 1:Overburden <br /> 2:Sand and Gravel <br /> 280 3:Weathered Bedrock <br /> 4:Stable Bedrock <br /> 260 0 042 5:Slurry Wall <br /> 01111111111 <br /> 240 <br /> _ 85 ft Offset to Ditch Bank <br /> E m <br /> 220 0, <br /> C ( L <br /> C 3 U <br /> Cn 0 <br /> 200 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> __.. ..... t.—•—-— <br /> 160 <br /> 140 ------------- _ .------------ ------------- <br /> 120 <br /> 100 <br /> Analysis 1 <br /> 80 <br /> Multiple Stability Analysis <br /> Method: Spencer-Wright <br /> 60 Surface: Circular <br /> 40 L =1Results <br /> 100 150 200 250 300 350 400 450 Critical Factor of Safety: 2.57 <br /> Interslice Force(Final)Angle: 11.0° <br /> GALENA Version 7.2 Licensed to:J&T Consulting <br /> Edited: 4 Dec 2020 <br /> Project West Farm Pit Expansion Processed: 4 Dec 2020 <br /> Case 3-1 Full Reservoir-Pseudostatic <br /> JnT Consnitlna.Inc. <br /> File:C:\Galena Models\Case 3-1\West Farm Expansion Case 3-1 Full Reservoir-EQ.gmf V <br />