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TABLE OF STABILITY AN,ILYSIS RESULTS <br />I <br />I <br />Slope Analyzed <br />I <br />I Existing Condition - No Modifica- <br />tion, 0 = 50° <br />Bench Fill - Circular Pfode <br />Plane Pfode - IJ1 <br />I W2 <br />Backfill to Bench }it. Only <br />I Borrow from Bench Fill, A = 50° <br />Circular Pfode <br />Plane Pfode - WI <br />I W2 <br />W3 <br />Backfill to Top - Borrow irom <br />I Bench Fill, 0 = 50° <br />Circular Mode <br />Plane Mode - W1 <br />LJ 2 <br />lJ 3 <br />I Backfill to Bench Ht. Only, <br />Import, p = 50° <br />Circular Pbde <br />Plane Pfode - I•)1 <br />I W2 <br />W3 <br />I Backfill to Top, Import, ~ = 50° <br />Circular Pbde <br />Plane Pfode - W1 <br />I W2 <br />W3 <br />Existing Condition - No Modifica- <br />tion, 0 = 72° <br />Cut Slope -Circular Mode <br />Plane Pfode - 1J1 <br />lJ 2 <br />W3 <br />Bench Fill - Circular Mode <br />I Plane Mode - lJl <br />l W2 <br />1 <br />I <br />:C Coord. Y Coord. <br />(f t.) (ft.) R (ft.) FS SFI(°) <br />502 6200 170 1.269 26.41 <br />_ _ - 2.414 17.05 <br />- - - 3.492 31.06 <br />550 6526 499 1.627 29.83 <br />- - - 2.081 45.00 <br />- - - 1.469 25.11 <br />- - - 3.667 24.29 <br />536 6432 404 1.L05 36.36 <br />_ _ - 2,050+ 50.00 <br />- - - 1.121 36.37 <br />_ _ _ 3.522 26.45 <br />574 6370 353 1.219 26.86 <br />_ _ - 2,070 30.00 <br />- - - 1.580 24.50 <br />- - - 3.492 31.06 <br />622 6472 465 1.182 26.97 <br />_ _ - 2.025 20,00 <br />_ _ - 1.354 29.22 <br />_ _ - 3.492 31.06 <br />480 6334 310 3.247 46.62 <br />_ _ - 5.117 46.34 <br />_ _ - 5.185 48,75 <br />_ - - 5.180 50.24 <br />502 6200 170 1.269 26,41 <br />_ _ - 2.414 17,05 <br />_ _ - 3,492 31.06 <br />