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GENERAL33731
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Last modified
8/24/2016 7:55:33 PM
Creation date
11/23/2007 7:43:12 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977572
IBM Index Class Name
General Documents
Doc Date
10/19/1987
Doc Name
REVIEW COMMENTS 404 PERMIT APPLICATION NO CO-OYT-0501-1 VALCO INC
From
DEPT HWYS
To
US ARMY CORPS
Media Type
D
Archive
No
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~~ ~ G III IIIIIIIII IIII III <br />- ._S ~ STATE ~ COL~)[ZADO <br />DEPARTMENT OF HIGHWAYS <br />•~'rt ~ ~ <br />District II /~J c`t <br />905 Erie • P.O. Box 536 " <br />Pueblo, ColOreoO 91002 `;~8 <br />(303) 5446266 'o. cmd~ <br />October 19, 1987 <br />District Engineer <br />ATTN: CESWA-CO-R <br />U.S. Army Corps of Engineers <br />Albuquerque District <br />P.0. Box 1580 <br />Albuquerque, New Mexico 87103-1580 <br />RE: REVIEW COMMENTS, 404 PERMIT APPLICATION, N0. CO-OYT-0501-1, <br />Valco, Inc., Lertlar, C0 <br />Dear Sir: <br />On October 15, 1987, representatives from Valco, Inc., the U.S. Army Corps of <br />Engineers, and the Colorado Department of Highways (COON) attendecl a meeting <br />at the Department's Pueblo office. Designs of a proposed relocatEd channel, <br />dike and spillway were discussed at this meeting. The past and current status <br />oP the existing gravel operation in the Arkansas River in Lamar welts <br />discussed, as well as the future operations covered by the proposed permit <br />application. <br />As you know, in the past we have objected to the mining operation<.; because we <br />felt they endarx3ered bridges carrying State Highways 50 and 287 rn~er the <br />Arkansas River. As a result of this last meeting, wce have four issues of <br />concern that we wish to present. <br />1. We are concerned about the existing mining operations t)ecause of <br />the potential risk to the state highway bridges immediFCtely <br />upstream. We are especially concerned about continuation oP mining <br />operations in the river channel, and the potential los:: of life in <br />the event of sudden bridge failure. We believe there )~s a severe <br />risk, the degree of which cannot be measured without further study <br />and design. The proposed design probably will not adequately <br />protect the bridges at river flows of greater than 10,000 cfs. <br />2. We believe the proposed lowering of the dike would be i~etter than <br />the existing situation. The lower dike elevation will reduce the <br />backwater and will allow for a lower head after over-Upping, which <br />should reduce the rate of headcutting. <br />
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