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6. Dozer Blade <br />Comments noted. Since the reclamation involves the dozing of previously moved <br />materials and not geologically consolidated materials less effort is needed to cut into the <br />material. if this were construction using undisturbed earth DMG's assumptions would be <br />correct. A D9 is quite capable of making the initial cuts into a compacted road surface <br />with a "U" blade. Subsequent pushes of this compacted surface would take much less <br />effort when taken from the side of the cut using normal dozing practices. Due to the lack <br />of consolidation the fill should be considered "easily dozed" materials. Furthermore, the <br />Caterpillar Performance Handbook specifically recommends the "U" blade for land <br />reclamation purposes. <br />Dozing Method <br />Comments noted. However, this must be recognized as another layer of conservatism <br />built into the cost estimates. <br />8. Material Consistency <br />DMG maintains that the material to be dozed should carry a "material consistency" of 0.9 <br />representing the difficulty of dozing between a consolidated stockpile and hard to cut; <br />frozen material. The Caterpillar Performance Handbook production numbers uses the <br />following scenario as a basis for its numbers: "Machine cuts for 15 m (50 feet), then <br />drifts blade load to dump over a high wall." It has been our observation that the scenario <br />for the cut and drift of materials at the Deserado Mine is consistent with this description. <br />The only exception is with the initial cut into the hazd packed surface. Once this initial <br />crust is breached the dozing becomes much more routine and subsequent cuts easily peal <br />this crust with the side of the blade in a manner best described as one-sided slot dozing. <br />Our most recent and most definitive observations came from the reclamation performed <br />at the East Portal last fall. Dozer blades were filled in less than 50', typically less than <br />30', and material drifted normally. Based on these observations it is our assessment that <br />a correction factor of 1.00 is appropriate for material consistency. <br />9. Equipment Operator Time <br />In the CIRCES program it is assumed that an operator is somehow `married' to a single <br />piece of equipment and no allowance is made for the ability of that operator to operate <br />two pieces of equipment even when the sum of two pieces of equipment utilization is <br />only 50%. DMG uses the analogy that the water truck will be needed for other tasks such <br />that it will be needed full time. The only other potential use that we can see that DMG is <br />alluding to for adding moisture to fill for compaction purposes. As discussed earlier, <br />such application is neither necessary nor required in the permit. It would only serve to <br />lessen the water holding and infiltration capacity of the reclaimed site resulting in <br />increased runoff and higher bulk density of the soil causing less favorable plant growth. <br />January 15, 2003 6 Permit Revision #4 Comments <br />Blue Mountain Energy, Inc. <br />