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DEPARTMENT OF NATURAL RESOURCES <br />David H. Getches. Ezecu~ive Direc[or <br />MINED LAND RECLAMATION DIVISION <br />DAVID C. SHELTO N, Director <br />Richard D. Lamm <br />Governor <br />June 18, 1986 <br />Mr. Dennis Conn <br />West Elk Coal Company <br />P.O. Box 591 <br />Somerset, Colorado 81434 <br />Re: Mt. Gunnison No. 1 Mine Technical Revision, File No. C-80-007 <br />Dear Mr. Conn: <br />The Division has reviewed the revision application submitted June 4, 1986 <br />which addresses installation of an automatic dewatering device in the Bear <br />Pond. Since this revision entails changes to a designed structure, it will be <br />processed as a technical revision. <br />The revision application has been found to be complete. Please have the <br />enclosed Public Notice published once in a local paper. <br />Following are our adequacy comments: <br />1. Attachment G-Pond Sections should contain a cross section of the <br />embankment and the emergency spillway, including slope and width. The <br />subtitle for Attachment G should read Sediment Pond MB-5 Bear No. 1 <br />Portal Area. <br />2. The applicant (WECC) should submit appropriate acreages of disturbed <br />areas, curve numbers used, assumptions made, and calculations used to <br />determine water and sediment volumes. <br />3. The applicant should submit a stage-storage chart of stage vs. volume <br />which identifies the following points along the stage axis: 60~ <br />sediment cleanout level, 100% sediment level, and 10 year-24 hour water <br />volume to verify proper pond design. <br />4. The applicant should submit peak flow calculations for a <br />25 year-24 hour precipitation event for Pond P16-5 along with <br />calculations and sizing information to verify appropriate emergency <br />spillway size. <br />5. The applicant should submit calculations used to determine detention <br />time and sizing of the dewatering device. <br />423 Centennial Building, 1313 Sherman Street Denver, Colorado 80203 Tel. (303) 866-3567 <br />iii iiiiiiiiniiiiii <br />999 <br />