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9000 9000 <br /> 8900 Unsaturated Tailings 8900 <br /> FS=1 .48 <br /> F =1 .55 Starter Do <br /> Saturated Tailin s _ <br /> 8800 U er Foundation — ____ 8800 0 <br /> � w w <br /> = J <br /> m W LLJ <br /> ti <br /> v <br /> a) 8700 Lower Foundation 8700 <br /> Q <br /> 0 <br /> E <br /> m <br /> M <br /> 8600 8600 <br /> 12 <br /> o' <br /> LEGEND <br /> 0 <br /> a� 0 50 100 200 CRITICAL SHEAR SURFACE <br /> SHEAR SURFACE <br /> ai SCALE IN FEET — V_ — PHREATIC SURFACE USED FOR ANALYSIS <br /> z <br /> w <br /> MAR 3 d 2017 <br /> DIVISION OF RECLAMATION <br /> MINING&SAFETY <br /> y Project No.: 60535717 <br /> SECTION 4— UNDRAINED <br /> a Prepared By: PAS STABILITY ANALYSIS RESULTS <br /> C) CREST EL. 8875 FT <br /> 9 Date: Feb 2017 <br /> FIG. 5 <br />