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~r <br />l <br />• <br />• <br />TABLE 1 (continued) <br />SLOPE CTABIL•ITY ANALYSIS RESULTSi~- <br />Coordinates of Center <br />ofFailureCircle <br />X Y R <br />Condition (f t.) (ft.) (f t.) <br />Total Stress <br />Analysis 224 <br />Slope Height-48' <br />No fine refuse <br />Total Stress <br />Analysis 240 <br />Slope Height-48' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 246 <br />Slope Height-75' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 268 <br />Slope Height-75' <br />Distance from Toe-50' <br />Pore pressure build <br />up within fine refuse 264 <br />Slope Height-75' <br />Distance from Toe-60' <br />Pore pressure build <br />up within fine refuse 202 <br />Slope Height-75' <br />Distance from Toe-80' <br />Pore pressure build <br />up within fine refuse 202 <br />Slope Height-75' <br />Distance from Toe-90' <br />Pore pressure build <br />up within fine refuse 202 <br />Slope Height-75' <br />Distance from Toe-110' <br />Piezometric surface lo- <br />cated at ground surface 202 <br />Slope Height-75' <br />No fine refuse <br />6378 118.5 <br />6380 120.0 <br />6442 182.0 <br />6414 152.3 <br />6422 160.7 <br />6464 205.9 <br />6464 205.9 <br />6464 205.9 <br />6464 205.9 <br />Factor Resultant <br />of Side Force <br />Safety Inclination <br />(F) (SFI') <br />1.250 -24.30 <br />891 -17.71 <br />.738 -15.81 <br />872 -15.20 <br />957 -15.99 <br />1.529 -25.40 <br />1.529 -25.40 <br />1.529 -25.40 <br />1.529 -25.40 <br />