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TABLE OF STABILITY ANALYSIS RESULTS <br />1 <br />l <br />Slope Analyzed <br />Existing Condition - No Modifica- <br />lion - ~ = 34° <br />Cut Slope - Circular Mode <br />Plane Mode - WI <br />W2 <br />w3 <br />I Bench Fill - Circular Mode <br />Plane Pbde - W1 <br />W2 <br />Backfill to Bench Ht. Only <br />Borrow from Bench Fill, ~ = 34° <br />Circular Mode <br />J Plane Mode - W1 <br />W2 <br />W3 <br />Backfill to Top - Borrow from <br />Bench Fill, 0 = 34° <br />Circular 1•bde <br />I Plane Ptode - lJl <br />wz <br />lJ 3 <br />I Backfill to Bench Ht. Only <br />Import, ~ = 34° <br />Circular Dtode <br />Plane Abde - [J1 <br />W2 <br />IJ3 <br />1 Backfill to Top - Import, 0 = 34° <br />Circular Mode <br />7 Plane hbde - lJl <br />I W2 <br />W3 <br />I Existing Condition - Modifica- <br />tion, A = 50° <br />Cut Slope - Circular Atode <br />I Plane Mode - W1 <br />W2 <br />W3 <br />I <br />I <br />X Coord. Y Coord. <br />(ft.) (f C.) 2 (f C.) FS Si'I(°) <br />400 6292 232 0.890 42.27 <br />- - - 1.220 40.71 <br />- - - 1.315 35.18 <br />- - - 1.430 51.26 <br />502 6200 170 1.269 26.41 <br />- - - 2,414 17.05 <br />- - - 3.492 31.06 <br />650 6850 827 1.028 36.14 <br />- - - 1.390 28.80 <br />- - - 1.469 25.11 <br />- - - 3.667 24.29 <br />600 6752 730 1.059 34.47 <br />- - - 1.347 32.01 <br />- - - 1.122 36.37 <br />- - - 3.522 26.45 <br />574 6370 353 1.219 26.86 <br />- - - 1.467 27.11 <br />- - - 1.580 24.50 <br />_ _ - 3.492 31.06 <br />622 6472 466 1.182 26.97 <br />- - - 1.452 26.86 <br />_ _ - 1.354 29.22 <br />_ _ - 3.492 31.06 <br />392 6262 202 1.434 44.31 <br />_ _ - 2.062 43.57 <br />_ _ - 2.152 43.42 <br />_ _ - 2.249 50.45 <br />