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REV92505
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REV92505
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Entry Properties
Last modified
8/25/2016 3:13:55 AM
Creation date
11/21/2007 11:22:11 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981025
IBM Index Class Name
Revision
Doc Date
6/12/1986
Doc Name
TR FOR MODIFICATION OF RECLAMATION OF THE REFUSE AREA FN C-025-81
From
MLRD
To
SNOWMASS COAL CO
Type & Sequence
TR2
Media Type
D
Archive
No
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., J// <br />DEPARTMENT OF NATURAL RESOURCES <br />Devitl H. Getches, E:ecutive Director <br />III IIIIIIIIIIIII III <br />999 <br />MINED LAND RECLAMATION DIVISION <br />DAVID C. SMELTON, Dlreetor <br />Richard D. Lamm <br />Governor <br />June 12, 1986 <br />Mr. Jim Stover, P. E. <br />Snowmass Coal Company <br />P.O. Box 1354 <br />Palisade, Colorado 81526 <br />Re: Technical Revision for Modification of Reclamation of the Refuse Area, <br />- File No. C-025-81 <br />Dear Mr. Stover: <br />The Division has reviewed the above referenced technical revision for <br />completeness. The revision is complete and you should publish in the local <br />paper as required. The Public Notice should be revised to delete the <br />statement that "comments must be received by the Division within <br />days of this publication." This date is not needed for the operators u6Tic <br />Notice of the request for approval. <br />A preliminary adequacy of the revision has also been done. The following <br />concerns must be addressed: <br />The 7510 feet elevation contour for the stream channel needs to be revised to <br />fit the proposed topography. <br />The original ditch D-9 design was based on a high center to the refuse area <br />splitting the drainage of the area half into D-9 and half into D-10. Un]ess <br />some upland area is proposed to be diverted, the major portion of the area <br />below the county road will drain to ditch D-9 possibly making the acreage <br />figures and peak flow too small. A map should be submitted showing the total <br />drainage area to ditch D-9. If the acreage is larger, then recalculation of <br />the peak flow needs to be accomplished. It should be noted that the existing <br />design used a curve number of 86 appropriate for refuse. The reclaimed site <br />should have a different curve number. <br />The d50 of the riprap to be used in Ditch D-9 is not specified. Also <br />installation techniques must be specified including depth of riprap and depth <br />and d50 of the underlying graded bed. The type of riprap material to be <br />used must also be specified. <br />The final configuration of the borrow area must be supplied. <br />423 Centennial Building, 1313 Sherman Street Denver, Colorado 80203 Tel. (303) 866-3567 <br />
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