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200 <br />150 <br />w <br />U <br />Z <br />co <br />s • e, <br />J <br />U <br />w <br />50 <br />25 <br />T C <br />INING <br />TABILITY ANALYSIS <br />LA E CANYON ACCESS ROAD <br />SECTION D -D @ STA.22 +00 <br />FIGURE 2.2-10.6S <br />SAFETY FACTOR= 1.673 <br />SAFETY FACTOR AFTER <br />RECLAMATION =1.972 <br />ORIGINAL GROUND —►jam, <br />0_ 32° <br />C= IOOpsf / <br />X= 1301b /ft3 <br />RECLAMATION BUTTRESS <br />CRITICAL CIRCLE <br />0 =15° <br />C =1300 psf <br />X = 1301b /ft3 <br />STIFF BOUNDARY <br />100 200 300 <br />HORIZONTAL DISTANCE (ft.) <br />211;0:7 <br />1 111111 IIIII IIIII IIIII IIIII IIIII IIII IIII <br />003397 <br />