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TABLE 0'r SLOPE STABILi1'i ANALISIS RL•'SLLTS (CONTINUTEU) PAGE 2 <br />' <br /> <br /> X Coord. Y Coord. <br /> Slope (f t.) (f t.) R (ft <br /> w; <br />~" <br /> Sectio^ D: <br /> E:~:istin~ condition: <br /> Above portal area S1 420 6386 246 <br /> W1 <br /> below bench area S2 548 6202 126 <br /> S3 640 6288 260 <br /> W2 <br /> W3 <br />' future condition: <br /> Above portal area 54 420 6386 246 <br /> W4 <br /> Below bench area SS 548 6210 134 <br /> (reclaimed) S6 640 6288 260 <br /> WS <br />' W6 <br /> Section E: <br /> E:•:istinK condition: <br />' At~ovc haul road S1 520 6384 267 <br /> W1 <br /> Eelow haul road S2 772 6222 223 <br /> W2 <br /> Future condition: <br /> Above haul road S3 526 6412 295 <br /> w3 <br />' Bclow haul road S4 774 6204 205 <br /> <br />1 W4 <br /> <br />1 <br />1 <br />F SFI <br />1.237 23.56 <br />1.498 15.02 <br />1.255 25.70 <br />1.326 21.96 <br />1.693 20.70 <br />1.695 16.31 <br />1.280 22.46 <br />1.502 15.07 <br />1.243 25.44 <br />1.312 22.30 <br />1.682 21.04 <br />1.683 16.59 <br />1.257 22.76 <br />1.297 22.36 <br />1.235 22.21 <br />1.519 19.98 <br />1.198 24.04 <br />1.253 23.44 <br />1.182 23.87 <br />1.496 19.91 <br />