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• <br />asoo <br />F- <br />w <br />w <br />w <br />o asoo <br />H <br />a - <br />w <br />J <br />W <br />8400 <br />0 <br />TYPICAL CRITICAL SLIP SURFACE <br />FOR PSEUDOSTATIC CONDITIONS <br />3 <br />~- ------0 -------------~-~...---.-.~.. . <br />-- - ~ <br />100 200 300 400 500 600 700 <br />DISTANCE - FEET <br />MATERIAL PROPERTIES <br />MATERIAL MATERIAL 'y 0 c <br />TYPE DESCRIPTION IPCFI IDE GI IPSFI <br />7O WASTE I10 OS - <br /> ROCK <br />O NATURAL 100 JJ - <br /> SOIL <br />asoo <br />w <br />w <br />LL <br />asoo 0 <br />a <br />w <br />J <br />W <br />+ 8400 <br />8010 <br />RESULTS OF STABILITY ANALYSIS <br /> <br />CASE <br />DESCRIPTION SAFETY <br />FAC70R <br />i STATIC 2.1 <br />2 PSEUDOS7A TIC* 1.9 <br />* PSEUDOSTA TIC COEFFICIENT OF O.tSB USED <br />PROJECT N0. PREPARED eY: FIGURE D.3-1 <br />14705 <br />DATE <br />alas WASTE ROCK DISPOSAL <br />REVISION STEFFEN ROBERTSON & KIRSTEN (U.S.) AREA A STABILITY <br />0 Consulting Engineers 8 Scientists <br />