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' ~ • <br />asoo <br />w <br />LL 3 <br />~ ~ :PHASE 1 <br />O <br />Z 8500 <br />O <br />~ ~ <br />Q <br />w ~ <br />> O <br />J <br />W <br />8400 <br />0 200 400 <br />DISTANCE - FEET <br />MATERIAL PROPERTIES <br />MATERIAL MATERIAL Y Yg„T 0 c <br />TYPE DESCRIP710N fPCFI IPCFI IDEGI IPSFI <br /> COARSE <br />O EMBANKMENT 125 iJ5 J5' -- <br /> FILL <br />O TAILINGS 110 90 28' -- <br />O SYNTHETIC -- -- 18' -- <br /> LINER <br />8s0o <br />O w <br />2.5 LL <br />~~ , <br />8500 <br />z <br />O_ <br />TYPICAL SLIDING ~ <br />WEDGE ~ <br />W <br />J <br />W <br />8400 <br />600 800 <br />RESULTS OF STABILITY ANALYSIS <br /> <br />SLOPE <br />DESCRIP710N SAFETY <br />FAC10R <br /> <br />UP <br />TR STATIC 2.1 <br />EAM <br />S <br />PSEUDOSTATIC# <br />t.~ <br /> <br />OOWNS TREAM STATIC 2.2 <br /> PSEUDOSTATIC * t.1 <br />~ PSEUD057A TIC COEFFICIENT OF 015p USED. <br />PROJECT NO. PREPARED RY: FIGURE D.6-11 <br />14705 <br />DATE SLOPE STABILITY SUMMARY <br />8/89 LINER INTERFACE STABILITY: <br />REVISION STEFFEN ROBERTSON & KIRSTEN (U. S.) SLIDING WEDGE ANALYSIS <br />0 Consulting Engineers 8 Scientists LOWER BERM <br /> <br />