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REV05740
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REV05740
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Entry Properties
Last modified
8/25/2016 1:04:21 AM
Creation date
11/21/2007 9:27:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
6/22/1998
Doc Name
TECHNICAL REVISION 82 TLO IMPROVEMENTS WEST ELK MINE PN C-80-007
From
MOUNTAIN COAL CO
To
DMG
Type & Sequence
TR82
Media Type
D
Archive
No
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~. <br />III IIIIIIIIIIIII III <br />999 <br />Mountain Coal Company <br />West Elk Mine <br />Post Office Box 591 <br />Somerset, Colorado 81434 <br />Telephone 970.929-5015 <br />June 17, 1998 <br />Mr. Jim Burnell <br />Colorado Division of Minerals and Geology <br />]313 Sherman Street, Room 215 <br />Denver, CO 80203 <br />RECEIVED <br />IJUN 22 1998 <br />Division of Minerals & Geology <br />RE: Technical Revision No. 82 (TLO Improvements); West Elk Mine; <br />Permit No. C-80-007 <br />Dear Jim: <br />Mountain Coal Company (MCC has reviewed the Division's adequacy letter dated <br />April 28, 1998 regarding the above referenced technical revision application and <br />provides the following additional information. Adequacy questions previously <br />resolved are not included in this letter. <br />MCC will plan to leave the existing MB-4 sedimentation pond in place until <br />the new pond has been constructed and is functional. <br />3. MCC is in the process of obtaining a letter from CDOT regarding the sizing of <br />the culvert and acknowledgment of MCC's plans at the TLO. When this letter <br />is received it will be forwarded to the Division. <br />4. Please find enclosed a copy of the amended CDPS permit that should be added <br />to Exhibit 7 of MCC's permit. <br />While the outflow from MB-4 will be relatively minor as compared to other <br />discharges from the West Elk Mine, MCC will verify that the Probable <br />Hydrologic Consequences section of the permit, submitted as TR#80, and still <br />under review by the Division, includes the outflow. <br />6. The pond was not redesigned, only the emergency spillway, which does not <br />effect the design of the pond. The discussion of the Stormwater Retention <br />Pond in the design report was revised to include a discussion of the revised <br />spillway system, and was enclosed with MCC's previous responses. A model <br />to verify the design of the 12-inch pipe was referred to in MCC's previous <br />response, but inadvertently left out of the package. It is now enclosed and <br />should be included in Appendix C of the design report. <br />
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