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N <br /> a <br /> MATERIALS <br /> LL <br /> INO. DESCRIPTION UNIT WEIGHT(PCF) DRAINED SHEAR STRENGTH <br /> O UNSATURATED COARSE TAILINGS 117 U-0 PSF,4'=38° <br /> (Drained Strength) <br /> O SATURATED COARSE TAILINGS(80-10D%HYDROSTATIC) 118 U-0 PSF,4'=38° <br /> % (Drained Strength) <br /> 5 <br /> O SATURATED FINE TAILINGS(80-100%HYDROSTATIC) 119 C'=O PSF,4'=37° <br /> (Drained Strength) <br /> 4O STARTER DAM 135 C'=SOD PSF,4'=35° <br /> (Drained Strength) <br /> O UPPER FOUNDATION(80%HYDROSTATIC) 135 C'=O PSF,4'=28' <br /> (Drained Strength) <br /> O LOWER FOUNDATION(80%HYDROSTATIC) 135 C=S00 PSF,4'=35° <br /> (Drained Strength) <br /> a O7 UNSATURATED GRAVEUSAND FILL 130 C'=O PSF,4'=35° <br /> (Drained Strength) <br /> OC'=O PSF,4'=38°TAILINGS BUTTRESS 113 (Drained Strength) LU <br /> H w F- <br /> -—————————————— <br /> m N00 <br /> 00 <br /> 1.5H:1V I wwHro <br /> 47EL. 81842 <br /> I I Q Q?Q J J <br /> 3H:1V �nFr�l i Q z I- <br /> 3 :1V EL. 8775 FT N �LU <br /> z <br /> 4 FT EL. 8837 FT '� 0 J U <br /> I I— m <br /> 9000 8125.6 FT 9000 LU <br /> 8 I <br /> w <br /> � FOS=3.9 I I <br /> � FOS-4.7 I--------------- <br /> 8900 _EL. 8887 FT a 8900 <br /> a 3H:1 V <br /> FOS=2.5 FOS= <br /> ——————————— <br /> 2 ----- EL. 882 FT z <br /> 8800 ------s----- --- 8800 z <br /> 0 <br /> O ---ZO---- Q--- — 4 <br /> LJ <br /> -- W <br /> 8700 e 8700 <br /> 0 50 100 150 LEGEND: (0 <br /> !r SCALE IN FEET <br /> CRITICAL FAILURE SURFACE O <br /> Z <br /> g NOTE (D <br /> STABIUTY ANALYSES PERFORMED USING UTEI(AS4 SOFTWARE. FAILURE SURFACE 0 <br /> -9-—— PHREATIC SURFACE CK z <br /> a LU U <br /> N <br /> 8 LU O <br /> =w x (L <br />