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Drainage areas for the Phase I , 1987, pile expansion <br /> have been shown on Map 1 of 2. In order to construct this <br /> pile from the existing belt drop point, refuse will be <br /> pushed northward to the new temporary diversion ditch. The <br /> elevation of the temporary diversion ditch is considerably <br /> higher than that of the belt drop point. because a dozer <br /> can only push material economically up a 5% slope, the <br /> entire area of Phase I , 1987, cannot be used. In order for <br /> us to reach the final pile configuration shown on Map 2 of <br /> 2, we will need to extend our conveyor belt line northward <br /> up the ridge. This extension will be requested when we <br /> permit the Phase II , 1989, area. Therefore, only 9. 2 acres <br /> of Phase I , 1987, can be utilized without extending the <br /> conveyor belt. <br /> I hope this answers all of your questions about this <br /> Technical Revision. I apologize for the long delay in <br /> getting this information to you. I am sure you realize how <br /> hectic the wort: schedule becomes here during the spring <br /> runoff season. If you have any questions please contact me <br /> here at the mine site. <br /> Sincerely, <br /> Scott Jones, P.E. <br /> Environmental Engineer <br /> cc: Doug Bowman <br /> 98 <br />