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TAfiLE 1 (continued) <br />SLOPE STABILITY ANALYSIS RESULTS~1~ <br />Coordinates of Center Factor Resultant <br /> ofFa ilureCi rcle of Side Force <br /> X Y F. Safety Inclination <br />Condition (ft.) (ft.) fft.) (F) (SFI°) <br />Total Stress <br />Analysis 224 6378 118.5 1.250 -24.30 <br />Slope Height-48' <br />No fine refuse <br />Total Stress <br />Analysis 240 6380 120.0 .891 -17.71 <br />Slope Height-48' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 246 6442 182.0 .738 -15.81 <br />Slope Sleight-75' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 268 6414 152.3 .872 -15.20 <br />Slope Sleight-75' <br />Distance from Toe-50' <br />Fore pressure build <br />up within fine refuse 264 6422 160.7 .957 -15.99 <br />Slope Height-75' <br />Distance from Toe-60' <br />Pore pressure build <br />up within fine refuse 202 6464 205.9 1.529 -25.40 <br />Slope Height-75' <br />Distance from Toe-80' <br />Pore pressure build <br />up within fine refuse 202 6464 205.9 1.529 -25.40 <br />Slope Height-75' <br />Distance from Toe-90' <br />Pore pressure build <br />up within fine refuse 202 6464 205.9 1.529 -25.40 <br />Slope Height-75' <br />Distance from Toe-110' <br />Piezometric surface lo- <br />cated at ground surface 202 6464 205.9 1.529 -25.40 <br />Slope Height-75' <br />Clo fine refuse <br />