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REV92051
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REV92051
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Entry Properties
Last modified
8/25/2016 3:13:32 AM
Creation date
11/21/2007 11:17:40 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Revision
Doc Date
7/20/1987
Doc Name
TRAPPER MINE M
From
TRAPPERS MINING INC
To
MLRD
Type & Sequence
MR52
Media Type
D
Archive
No
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<br /> <br />Mr. Gregg Squire 3 July 20, 1987 <br />Colorado Mined Land Recl. Div. <br />1.3 acre-feet of water to a 2-acre livestock pond. (All proposed livestock <br />ponds at Trapper will be under two acre-feet in size.) <br />The remaining issues in the above item have been addressed in the summary <br />of Mr. Jurgens comments as stated above. <br />2. Physical Controls <br />The next major item of the revised plan involves various physical controls, <br />singularly or in combination in the drainageway. The application of physical <br />controls would be dependent upon the physical conditions of the drainage at <br />the point of control and expected flow volume and velocity. For example, in <br />very steep reaches with high flows, channel lining such as rip-rap may be <br />required. In such instances, plans for the rip-rapped drainage sections would <br />be forwarded to the Division for approval. If other types of physical con- <br />trols such as rock check structures are appropriate, then these would be <br />installed. Other types of suitable materials may also be installed. Such <br />materials include straw bale check structures, various erosion control mats, <br />brush, etc. <br />For the 1987 construction season, we intend to treat all of east and west <br />No-Name drainages, and Coyote drainage with various combinations of straw <br />bale check structuces, rock check structures in steep segments, the applica- <br />tions of landglass and other types of erosion control materials. The drainage <br />channels will be re-shaped into an approximately parabolic shape, in cross <br />sections. Also, a layer of topsoil at Least six inches deep will be Laid down <br />in drainageways. Prior to application of physical controls, the reshaped <br />drainageways will be seeded to a quickestablishing sterile biennial and our <br />approved drainageway seed mix. Provided climatic conditions are suitable, the <br />treatments will be completed by September 30th. <br />The primary objective of the above practices is [o stabilize the reestablished <br />drainageway until such time when perennial vegetation becomes established. <br />3. Monitoring and repair <br />Any plan can only be effective if the applications and controls within a <br />reestablished drainage are monitored for failed sections. In the past, <br />Trapper has closely monitored drainagway stabilization practices throughout <br />the summer seasons for failed sections. Where failures have occurred, we have <br />made repairs. This practice will be continued to the extent practical. <br />Trapper recognizes that stabilization of reestablished drainageways is an <br />important step in the total reclamation process. The above proposed refine- <br />ment of our existing plan represents an aggressive effort on our part toward <br />good reclamation and supercedes Trapper's letter of May 7, 1987. However, the <br />cont. <br />
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