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<br />Table 3.0. Summary of Slope Stability Analysis <br />For the Proposed Sylvester Gulch Access Road <br /> <br />Cross-Section Pre-Construction Post-Construction <br /> Left to Ri ht Ri ht to Left Left to Ri ht Ri ht to Left <br />83+00 1.032 1.609 <br />90+pp 1.521 1.507 <br />100+50 1.585 1.609 <br />103+00 2.176 2.219 <br />106+50 3.045 2.681 <br />112+5p 2.346 1.700 <br />118+00 2.077 1.528 <br />135+00 1.476 1.297 1.541 1.326 <br />138+00 0.964 1.200 2.040 1.506 <br />140+00 0.931 1.383 1.325 1.709 <br />146+50 1.251 1.403 <br />Borrow Area 1.511 1.346 <br />