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Mr. Michael S. Savage <br />June 26, 1996 -Incomplete App. <br />Page 3 <br />8) Revised permit text paragraphs 4 of Page 5-11 and 2 of Page 5-13, addressing the alteration <br />of the Carfion Junction Canyon drainage way, was not provided. With regard to Regulation <br />2.05.3(3)(c)(iii), it is immaterial how or when the haul road was approved and constructed <br />in relation to how or when the rock fill was approved and constructed. The fact remains <br />that anactively-used haul road currently exists on a fill that has altered a drainageway. As <br />such, the permit text must be revised to acknowledge this fact and come more fully into <br />compliance with the Regulation. <br />9) A revised text paragraph, addressing the existence of the three 24-inch culverts on the <br />ground rather than the two approved in the permit, was not provided. <br />] 0) The revised designs for the surface water diversions above the Carbon Junction Canyon rock <br />fill were not provided. <br />11) A revised paragraph 3, Page 5-20, removing the statement "the need for a designed <br />underdrain is not applicable," was not provided. <br />12) The slope stability analysis of the rechunation of the North Pit was not provided. <br />13) A discussion of how OII will prevent creep or slippage of the rephtced soil materials in the <br />North Pit was not provided. The Division is concerned that using hay bales as anchors may <br />not be a prudent long-term solution, given the propensity of hay bales to deteriorate over <br />time. This discussion is important in that if the replaced soils should begin to creep, small <br />scarps could form in the upper reaches of the reclamation, potentially necessitating a <br />redisturbance of the reclamation by vehicles for the purposes of repairing the scarps. In <br />addition, the Regulations require topsoil and other materials to be redistributed in a manner <br />that achieves, among other things, stability.' Further, should creep become significant, the <br />conditions under which the required 1.3 static safety factor for slope stability was obtained <br />could change to the degree that the 1.3 value would be lessened. <br />The time to address the potential for soil creep, and any contingency plans for its control <br />should it occur, is before construction of the slope. Once creep begins to occur, it would <br />seem extremely difficult to stop without extensive efforts. The Division realizes that it may <br />have previously approved the North Pit reclamation plans without this discussion. However, <br />the Division has statutory and regulatory authority at both State and Federal levels to <br />conduct Mid-Term Reviews and require revisions to permits during the term of those <br />permits. Discussing the issue of creep now, rather than waiting until after problems occur, <br />could save OEI significant financial resources in the future. <br />14) A revised Map 5-5, identifying only the two vegetation communities proposed for post- <br />mining use, was not provided. <br />IS) A revised permit Page 5-19, pertaining to topsoil replacement depths, was not provided. <br />