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T A B L E 1 <br />(continued) <br />SLO?E STABILITY/SENSITIVITY ANALI'SIS RESULTS <br />X-000RD Y-000RD R F SFI <br />SLO?E CONDITION (f t.) (ft.) (f t.) ( ) <br />Section A-A: <br />RECLAPIATION CONDITION: <br />100% Fill Removal: <br />Dry Condition ~'-1 - - - 1.742 -24.23 <br /> la-2 - - - 5.062 -19.36 <br /> [d-3 - - - 1.505 -18.42 <br /> S-1 344 156 86 1.571 -26.85 <br /> S-2 274 346 347 2.625 -25.39 <br /> S-3 440 434 307 1.469 -1?.83 <br />hater Surface <br />4' in Colluvium 'r-i - - - 1.660 -7.3.82 <br /> '~-2 - - -~ 5. G62 •-1.9.36 <br /> la-3 - - - 1.385 -17.53 <br /> S-'_ 344 156 86 1.505 -26.62 <br /> S-2 552 342 213 3.200 --13.88 <br /> S-3 440 434 307 1.4.7 -1?.81 <br />SECTION B-B: <br />OPERATION:IL CONDITION: <br />Dry Condition ;7-1 - - - 1.i27 -22.54 <br /> :;-"c - - - 0.5L•3 -7.1.46 <br /> S-'_ 120 320 330 O.Sc7 -27.98 <br /> S-2 538. 262 167 2.593 -21.72 <br />[aa[er Surface <br />4'in Colluviun F:-1 - - - 1.101 -22.38 <br /> l;-2 - - - 0.963 -21.46 <br /> S-1 120 320 330 0.887 -27.98 <br /> S-2 538 262 167 2.994 -21.77 <br />