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~~ <br />7200 <br />7150 <br />C <br />O <br />° <br />7100 '~ <br />W <br />7050 <br /> <br />Critical BISHOP Circle <br />S.F.: 1.56 <br />2 <br />i I~ J <br />3 <br />3 <br />4 1 <br />0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 <br />01s1ance, 11. <br />No. Soil Type Soil Parameters <br />I Coal Waste Rotk 1(. 110 pcf, ~=38.1° <br />2 5111 6 Clay Y =116 pcf, m=0, c=500pef <br />3 Grovel Y=I'25pcf, ~=35° <br />4 Bedrock <br />• <br />i <br />STABL Surface <br />S. F. = 5.10 <br />- .-- Oaep Failure <br />S.F. = 2.20 <br />FIGURE 4 <br />STABILITY ANALYSIS' MAXWELL MINE <br />Water, Waste 6t Land Inc. <br />Fort Collins, Colorado ~~ <br />0., vy• c.:w SC01e: Shorn ~~J <br />--~ <br />Prol No: BI05 Doh: I/B2 - - <br />