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TABLE 1 (continued) <br />SLOPE STABIJ~lTY ANALYSIS FESULTS~L <br />Coordinates of Center Factor Resultant <br /> of Failure C ircle of Side Force <br /> X Y R Safety Inclination <br />Condition (ft.) (f t.) (ft.) (F) (SFI°) <br />Piezometric surface lo- <br />cated at grounc] surface 202 6418 189.9 1.527 -25.42 <br />Slope Height-75' <br />No fine refuse <br />Pore pressure build <br />up to Glev. 6300 238 6402 136.9 1.442 -23.47 <br />Slope Height-75' <br />PTO fine refuse <br />Total Stress <br />Analysis 202 6464 205.9 1.186 -25.40 <br />Slope Fleight-75' <br />No fine refuse <br />Total Stress <br />Analysis 244 6436 176.0 .793 -19.73 <br />Slope Height-75' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 246 6460 200.0 .741 -16.63 <br />Slope Fleight-90' <br />Distance Erom Toe-30' <br />Pore pressure build <br />up within fine refuse 264 6436 179.8 .844 -16.63 <br />Slope Fleight-90' <br />Distance from Toe-50' <br />Pore pressure build <br />up within fine refuse 274 6440 178.3 .927 -16.15 <br />Slope Fleight-90' <br />Distance from Toe-60' <br />Pore pressure build <br />up within fine refuse 284 6438 175.1 .999 -15.67 <br />Slope Fleight-90' <br />Distance from Toe-70' <br />Pore pressure build <br />up within fine refuse 298 6450 187.4 1.161 -14.69 <br />Slope Fleight-90' <br />Distance from Toe-90' <br />