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i <br />TABLE OF SLOPE STABILITY <br />:11dALTSIS RESULTS <br />(CONTINUTED) <br />PAGE Z <br />I <br /> <br /> X Coord. 1' Coord. <br />1 Slope (Ft.) (f t.) R (f t. <br />I _ <br /> Section D: <br />l Exis[in~ condition: <br />I Above portal area S1 420 6386 246 <br /> W1 <br /> Bclo~a bench area 52 550 6202 126 <br />1 S3 656 6356 328 <br /> 412 <br /> w3 <br /> Future condition: <br /> Above portal area 54 420 6386 246 <br /> W4 <br /> I3e1ow bench area SS 552 6216 140 <br />1 (reclaimed) S6 654 6348 320 <br /> ws <br />I w6 <br /> Section E: <br />_ E>:isting condition: <br />I Above haul road S1 520 6384 267 <br /> b' 1 <br /> Below haul road S2 794 6276 271 <br />l W2 <br /> future condition: <br /> Above haul road S3 530 6428 311 <br /> W3 <br /> Below haul road S4 792 6252 247 <br /> <br />1 <br />1 W4 <br />1 <br />1 <br />I <br />SFI(° <br />0.819 23.94 <br />1.078 0.00 <br />0.809 26.29 <br />0.860 22.01 <br />1.142 20.86 <br />1.312 15.71 <br />0.846 22.84 <br />1.077 0.00 <br />0.801 25.93 <br />0.850 22.28 <br />1.134 21.21 <br />1.303 15.97 <br />0.835 23.20 <br />0.871 22.76 <br />0.829 23.66 <br />1.036 20.12 <br />0.797 24.51 <br />0.842 23.84 <br />0.791 25.05 <br />1.020. 20.05 <br />