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TIM - <br /> 9000 9000 <br /> Unsaturated Tailings <br /> 8900 8900 <br /> EL. 8825 FT FS=1 .53 <br /> 7 FS=1 .41 <br /> z ---- Starter Dam <br /> p 8800 Saturated Tailings � Z <br /> Q � \ 8800 0 <br /> w w <br /> J <br /> W J <br /> Upper Foundation w <br /> 8700 8700 <br /> Lower Foundation <br /> N <br /> C <br /> O <br /> U <br /> d <br /> 8600 8600 <br /> cn <br /> 2 <br /> E <br /> ca <br /> M <br /> LEGEND: <br /> 0 50 100 200 CRITICAL SHEAR SURFACE <br /> 0 <br /> 5� SHEAR SURFACE <br /> 0 <br /> C:)1 SCALE IN FEET PHREATIC SURFACE USED FOR ANALYSIS <br /> S9 <br /> o L jr-14%;;J <br /> a <br /> 1 <br /> m <br /> Z� MAR �0 2011 <br /> W <br /> DIVIS�� ION OF RECLAMATION <br /> LO MINING&SAFETY <br /> N <br /> N <br /> Q' <br /> Project No. 60535717 SECTION 2— UNDRAINED <br /> U <br /> a <br /> Prepared By: PAS STABILITY ANALYSIS RESULTS <br /> Cn SLOPE 4H:1V REGRADE <br /> U <br /> Date: Feb 2017 <br /> FIG. 4 <br />