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<br />Adequacy Review <br />Snowstorm Placer <br />M-83-084 <br />Pre-Minin Map (Exhibit C) <br />1. <br />1. Note #1 on this map states that the area within the permit boundary is <br />260 acres. According to our records, the current permitted area for <br />this site is 200 acres. Please show on the map the existing permit <br />boundary in addition to the proposed boundary to clearly delineate the <br />60 acres you propose to add via this amendment. <br />2. During an inspection of this site in August of 1989, two recently- <br />constructed emergency catch basins were discussed with Cliff Pridemore <br />- one near the Security Office as shown on your map, and the other <br />downstream, between Highway 9 and the river. Has the latter structure <br />been removed? If not, information concerning its design must be <br />provided, and it must be included in the permit area. <br />3. Please commit to marking the permit boundary with permanent, clearly <br />visible stakes within 30 days after approval of this amendment. <br />Minin Plan (Exhibit D) <br />4. Please comment on issues raised by objectors to your application <br />(copies of letters from objectors enclosed). <br />Reclamation Plan (Exhibit E) <br />5. Please address plans for demolition of buildings and other <br />improvements, or their removal from the site. <br />6. The original permit application included a commitment to replace <br />topsoil to a depth of 12"; this amendment says topsoil will be spread <br />to a depth of 4 'to 10 inches. What do you intend to do with the excess <br />topsoil? Please be advised that our policies do not allow <br />"downgrading" of reclamation standards via amendment of existing <br />permits. Consequently, if sufficient material is avaiTabie, you must <br />replace topsoil 'to a 12" depth. If this is not possible or practical, <br />please explain why. <br />Water Information (Exhibit G) <br />7. Please provide more detailed data regarding all sedimentation ponds, <br />emergency catch basins and other impoundments. Please include design <br />specifications and supporting computations for each of these structures. <br />