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and graded, as depicted in Exhibit 9C, so as not to disturbed the current <br />alignment of Coal Canyon. The reclamation plan of Pond 6 (PR -5) will <br />also include more fill along the toe of CRDA #1, providing additional <br />protection from any possible cutting into the refuse pile. See Appendix <br />13 -2, pages Misc 13 through Misc 19 for details of the current Coal <br />Canyon Runoff and Drainage design. The design information shows that <br />the diversion drains a watershed greater than one square mile and has <br />been appropriately designed to pass safely the peak runoff of a 100 -year <br />24 -hour event. <br />Roads <br />Most of the roads listed in Table 13 -2 will be reclaimed as part of the <br />operations area that they are associated with. In General, each roadway <br />will be excavated down to the original wash bottom at each drainage <br />crossing, and culverts will be removed. The excavated material will be <br />placed in road cuts or designated fill areas adjacent to the roadway. Fill <br />material will be placed in uniform lifts and compacted as necessary to <br />insure stability. The cut slopes formed at the drainage crossings and the <br />cut and fill slopes adjacent to the road will be regraded and rounded to <br />conform each site to the surrounding terrain. <br />PR -5 14 -13i (New 05/12) <br />