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February, 2005 <br /> <br /> <br />PHASE <br /> <br />CELL PIT <br />HIGHWALL <br />SLOPE <br />STRATIGRAPHIC <br />DATA USED RECOMMENDED <br />SETBACK FROM <br />WATER RECOMMENDED <br />SETBACK FROM <br />STRUCTURES' <br />FIGURE(S)' <br /> E LNA AVERAGE 8 8 17 <br /> CELL 5 N, E, S NA AVERAGE 110.5 18 <br /> H00-BH12 0 19 <br /> <br />PHASE 6 ELL 1 E'/: OF N, E, S NA AVERAGE 0 <br /> LNA AVERAGE 4 4 1 <br /> ELL 2 , E, S LNA AVERAGE 4 1 <br /> NA AVERAGE 4 0 <br /> <br /> <br />PHASE 7 OMBINED <br />ELL 1& 2 <br />E NA AVERAGE <br />0 <br />2 <br /> N%OFE 1 <br /> N, W Y: OF S, LNA AVERAGE <br />6 <br />4 <br /> <br />E'/, OF S Y03-BHOS <br />HOO-BH03 <br />8 <br />11 <br />PHASE 8 ELL 1 N, E, S, W LNA AVERAGE 6 5 <br /> <br />PHASE 9 ELL 1 N, E, S, W LNA AVERAGE 3 6 <br /> <br />PLANT <br />REA <br />PLANT <br />, W <br />NA AVERAGE <br />7 <br />9 <br />PLANT <br />REA <br />LANT <br />, E <br />NA AVERAGE <br />1 <br />0 <br />'Setbacks measured from top of excavation to closest structure or body of water. <br />*"See Appendix II <br />1.4 DISCUSSION <br />Recommended setbacks are provided for each slope analyzed, based on assumed soil <br />stratigraphy, geometry, and conservative soil characteristic parameters. The program <br />returned a recommended setback value from the top edge of the excavation based on a <br />Fort Lupton Pn Sbpe Stability Study, Page 4 of 5 <br />