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Last modified
1/25/2010 6:24:14 PM
Creation date
10/4/2006 10:51:07 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Office of the State engineer Rules and Regulation for Dam Safety Construction
Date
8/26/1988
Prepared For
State of Colorado
Prepared By
Office of The State Engineer
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />5.A.(7)(d)(IV) Outlets shall have trash racks unless <br />exempted by the State Engineer for good cause shown. <br /> <br />5.A.(7)(d)(V) The design report shall include an outlet <br />discharge table (in cubic feet per second) showing the discharge for <br />10 feet of head, and the discharge for each foot between an elevation <br />five feet below the spillway crest and the crest of the dam. The <br />equation(s) used for determining the discharge shall also be <br />included. <br /> <br />5.A.(7)(e) All <br />manner acceptable to <br />criteria: <br /> <br />spillways shall be designed and installed in A <br />the State Engineer and meet the following <br /> <br />5.A.(7)(e)(I) The owner must safely conduct the spillway <br />flows to the natural channel that would exist if the dam was not <br />built. Where the spillway channel discharges into an adjacent basin <br />different than the one on which the dam is located, the owner shall <br />own or possess a right-of-way easement in the flood channel downstream <br />to the location where the maximum discharge would no longer create <br />additional significant damage. <br /> <br />5.A.(7)(e)(Il) Log booms shall be installed in the spillway <br />approach where logs and other debris may block spillway flow or damage <br />the spillway structure. <br /> <br />5.A.(7)(e)(III) Emergency pipe spillways shall be designed <br />and installed in a manner acceptable to the State Engineer. <br /> <br />5.a.(7)(e)(IV) For flood water detention dams, the principal <br />spillway and outlet shall be able to pass all flood waters at a dis- <br />charge rate as specified by the pertinent Division Engineer. <br /> <br />5.A.(7)(f) Dam site and reservoir area requirements are as <br />follows: <br /> <br />5.A.(7)(f)(I) The design of a new reservoir or enlargement <br />of an existing dam shall not result in the inundation of properties <br />(except marina-type structures) during the Inflow Design Flood (IDF) <br />unless the owner owns or obtains flood right-of-ways for all areas <br />which may be inundated by the reservoir surcharge capacity. The owner <br />shall submit a written statement certifying he is owner of the <br />properties, or owns the right-of-way on all affected properties, or <br />possesses a right-of-way easement for the reservoir inundation zone. <br /> <br />5.A.(7)(f)(II) The reservoir area shall be cleared of logs <br />and debris unless waived by the State Engineer. <br /> <br />- 24 - <br />
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