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1 Slope Analyzed <br />~ross-Section lil: <br />Proposed 3.41:1 Slope <br />Circular Mode <br />Plane Mode - W1 <br />- w2 <br />3:1 Slope <br />Circular Mode <br />Plane Mode - ldl <br />- [J2 <br />1 <br />Cross-Section 114: <br />Proposed 3.56:1 Slope <br />Circular Mode <br />Plane Mode - W1 <br />- W2 <br />3:1 Slope <br />' Circular Mode <br />Plane Mode - W1 <br />- W2 <br />Cross-Section 115: <br />Proposed 3.39:1 Slope <br />Circular Mode <br />Plane Mode - W1 <br />- W2 <br />3:1 Slope <br />Circular Mode <br />Plane Mode - W1 <br />' - W2 <br />,~ <br />TABLE OF STABILITY ANALYSIS RESULTS <br />GRAND MESA COAL CO. REFUSE DISPOSAL SITE <br />X Coord. Y Coord. <br />(f t.) (F t.) R (f[.) FS SFI(o) <br />200 7490 1164 2.402 -15.42 <br />- - - 2.732 -14.59 <br />- - - 2.533 -13.11 <br />200 7490 1164 2.139 -16.69 <br />- - - 2.829 -13.91 <br />- - - 2.673 -15.52 <br />340 7595 1172 2.572 -14.07 <br />- - - 3.083 -10.83 <br />- - - 2.668 -14.94 <br />380 7170 745 2.212 -16.39 <br />- - - 2.710 -13.11 <br />- - - 3.207 -18.84 <br />385 7265 835 2.588 -14.42 <br />- - - 2.697 -18.19 <br />- - - 3.052 -14.55 <br />385 7265 835 2.283 -16.24 <br />_ - - 2.522 -20.24 <br />- - - 3.069 -14.60 <br />