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TAGLE 1 <br />SLOPE STnBILITY F~P]nLYSI~ RCSUI,T~~Z <br />Coordinates of Center Factor Resultant <br /> of Failure Circle of Side Force <br />Condition X Y R Safety Inclination <br /> (f t.) (f t.) (f t.) (F) (SFI°) <br />Pore pressure build <br />up within fine refuse 240 6384 124.4 .898 -15.16 <br />Slope Fleight-48' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 236 6470 210.4 1.035 -14.81 <br />Slope Fleight-48' <br />Distance from Toe-50' <br />Pore pressure build <br />up within fine refuse 224 6378 118.5 1.613 -24.30 <br />Slope Height-48' <br />Distance from Toe-60' <br />Pore pressuce build <br />up within fine refuse 224 6378 118.5 1.613 -24.30 <br />Slope Fleight-48' <br />Distance from Toe-70' <br />Pore pressure build <br />up within fine refuse 224 6378 118.5 1.613 -24.30 <br />Slope Fleight-48' <br />Distance from Toe-90' <br />Pore pressure build <br />up within fine refuse 224 6378 118.5 1.613 -24.30 <br />Slope Fleight-48' <br />Distance from Toe-110' <br />Piezometric surface lo- <br />cated at ground surface 224 6378 118.5 1.613 -24.30 <br />Slope Height-48' <br />Dlo fine refuse <br />Piezometric surface lo- <br />cated at ground surface 224 6378 118.5 1.613 -24.30 <br />Slope Height-48' <br />Dlo fine refuse <br />Pore pressure build <br />up to Elev. 6300 200 6398 138.4 1.434 -26.70 <br />Slope Fleight-48' <br />No fine refuse <br />