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M-97-084/2nd Adequacy 10/30/97 page 3 But unless that use can be assured as being implemented with 12 months after final reclamation, the site will have to be revegetated. Therefore, the salvage of topsoil and other growth medium is necessary to accomplish this. The bond will have to cover about one acre of topsoiling and seeding for the partial mining scenario, and about 1.6 acres under the full mining scenario. Reclamation should address the installation of proper runoff channels and debris flow containment. Please describe any riprapping or berming, etc., you propose to place on the floor of the mined area. Also, if the access road from the north will be prepared bystripping topsoil and placing fill there, it may impede the adequate drainage of the runoff from the northeast. If the road requires a culvert which must be removed, please include that in your plan. You mentioned that a geologic hazard investigation must be performed for the City permit. Please ensure that the Division receives a copy, since the mining or reclamation plan maybe affected. I have included my preliminary reclamation cost estimates in the final portion of this letter. Exhibit E -Maps The revised maps include much more information. You did not include the arrows for the direction of mining nor a depiction of a partially mined site, but your narrative descriptions of these are adequate. You showed the location of the post-mining drainage from the chute, but no specific location or labeling of a control structure for runoff or debris flows. If appropriate, please include those. Exhibit L -Structures At this time the application reflects that the mining site will be accessed through the City's Rotary Park. There are powerpoles, water spigot and restrooms present, all within six to twelve feet from the depicted roadway. There will be no mining near these structures, but hau]age will occur in close proximity to each of these, and the City may not have reviewed this revised access- haulage route plan. Please provide a damage agreement between the City and the permittee, as required by Rule 6.3.12. The highway is very near the toe of the alluvium to be removed, and being the toe of a runoffJdebris chute also makes for strong potentia{ for highway damage. As required in Rule 6.3.12, please either show how the highway will not be damaged, or provide a damage agreement. Geotechnical Stability Exhibit Your longitudinal sections and descriptions are clear and adequate for purposes of this application. Thank you for supplying them.