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1997-09-02_REVISION - M1981302 (5)
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1997-09-02_REVISION - M1981302 (5)
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Last modified
9/9/2022 4:31:19 PM
Creation date
11/21/2007 6:59:31 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981302
IBM Index Class Name
Revision
Doc Date
9/2/1997
Doc Name
FLATIRONS PROPERTY PROPOSED TR TO PN M-81-032
From
BEN BINDER
To
DMG
Type & Sequence
TR6
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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4 - • Ben Binder III 'lllll'III(111 <br /> 1045 Lincoln Street, Suite 302 ri <br /> Denver, Colorado 80203 999 <br /> (303) 860-0600 SEP 0 2 1997 <br /> Mr. Michael B. Long, Director September 2, 1997 <br /> DIVI$ion of Minorpla a Gcojoq,. <br /> Division of Minerals and Geology <br /> 1313 Sherman Street, Room 215 <br /> Denver, CO 80203 <br /> RE: Flatirons Property - Proposed "Technical Revision" to Permit M-81-032 <br /> Dear Mr. Long: <br /> I understand that on or about September I St°the Division of Minerals and Geology will approve <br /> a"technical revision" to the reclamation plan for the Western Mobile gravel operation that will <br /> authorize additional material to be added to a 6,000-foot earthen levee surrounding the depleted <br /> gravel pits. The levee under consideration did not exist prior to mining operations. Approval of <br /> this minor"technical revision" will give color to the applicant's claims that the levee is a legally <br /> permitted structure; allow for FEMA certification of the structure; permit flood prone areas of <br /> the depleted gravel pits to be officially removed from the 100-year floodplain; and pave the way <br /> for subsequent development of those flood prone areas. <br /> As you are aware, much of the site is located in the historic streambed of South Boulder Creek <br /> which drains a steep basin of approximately 125 square miles. The topography of the site has <br /> been further lowered by up to twenty feet by the removal of millions of tons of sand and gravel <br /> from the property. Because of the risk of failure associated with earthen levees, and because <br /> safer alternative solutions have not been studied, both the City and the County governments have <br /> expressed their objections to the"technical revision." <br /> In addition to your agency, I also understand that the Colorado Water Conservation Board also <br /> favors utilizing a 6,000-foot earthen levee to remove flood prone portions of the property from <br /> the floodplain. As an engineer I understand the proclivity for DNR staff to use standard textbook <br /> solutions and design criteria for structures such as levees. But recent meteorological events and <br /> severe flooding in Colorado and throughout the nation have brought into question the wisdom of <br /> relying upon earthen levees to remove areas from natural drainageways. A safer approach is to <br /> utilize reclamation plans that do not create the need for levees and to discourage development in <br /> flood prone areas such as graveled-out creekbeds at the foot of steep major basins. <br /> DMG's actions in this matter will establish a precedent for other gravel pit operators to create <br /> developable parcels by removing flood prone areas from floodplains by building levees created <br /> from fill generated by further excavation of the low-lying areas. Rather than taking actions that <br /> encourage the development of flood prone parcels, Coloradoans would be better served if the <br /> Department of Natural Resources worked to educate the public, and other state agencies such as <br /> the University of Colorado, about the dangers of such development and established policies that <br /> would discourage development in flood prone areas of the state. <br /> I understand the proposed levee is designed for the estimated 500-year flood with flows of <br /> approximately 12,000 cubic feet/second. In fact, the South Boulder Creek basin is capable of <br /> producing floods many times greater than the estimated 500-year flood. A 1996 Emergency <br /> Preparedness Plan prepared by the Denver Water Department for the Gross Dam and Reservoir <br /> located upstream of the subject levee states"the revised Probable Maximum Flood based on <br /> Hydrometeorological Report No. 55A has a peak inflow into Gross Reservoir of <br /> approximately 90,000 cfs." This is many times greater than the 500-year flood in the vicinity of <br />
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