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9000 9000 <br /> Unsaturated Tailings <br /> 8900 8900 <br /> _ FS=1 .41 <br /> FS=1 .24 <br /> z Starter Dam z <br /> O 8800 Saturated Tailings 8800 O <br /> QLLJ <br /> a <br /> J J <br /> W � Upper Foundation W <br /> m <br /> 8700 8700 <br /> Lower Foundation <br /> N <br /> O <br /> U <br /> d <br /> O <br /> O_ <br /> 8600 8600 <br /> E <br /> 0 <br /> M <br /> aJ <br /> LEGEND: <br /> 0 0 50 100 200 CRITICAL SHEAR SURFACE <br /> SP <br /> o1 SHEAR SURFACE <br /> SCALE IN FEET PHREATIC SURFACE USED FOR ANALYSIS <br /> m elm <br /> o <br /> �I <br /> LU <br /> cN <br /> �� aR 3p 2p11 <br /> z <br /> pN�sM1N�N0 SAS <br /> N_ <br /> H <br /> Project No. : 60535717 SECTION 2— UNDRAINED <br /> U <br /> Prepared By: PAS STABILITY ANALYSIS RESULTS <br /> CREST EL. 8875 ft <br /> U <br /> Date: Feb 2017 <br /> FIG. 3 <br />