Laserfiche WebLink
<br />Rule 11. Effects of Flood Mitigation Measures and Stream Alteration Activities on Regulatorv <br />. Floodplains <br />In order to assist the CWCB in carrying out its mission to protect the health, safety, arid <br />welfare of the public, through the prevention of floods in Colorado, the CWCB requires the <br />following: <br />A. Detention/flood control storage shall be designed and constructed as part of a basinwide <br />program for the watershed. <br />B. Detention facilities shall adequately consider flow rates and flow volumes. <br />C. Flood control channels shall include a low-flow channel with a capacity to convey the <br />average annual flow rate, or other appropriate flow rate as determined through a <br />hydro geomorphological analysis, without excessive erosion or channel migration, with <br />an adjacent overbank floodplain to convey the remainder of the lOO-year flow. The <br />channel improvement shall not cause increased velocities or erosive forces upstream <br />and downstream of the improvement. <br />D, Channelization and flow diversion projects shall appropriately consider issues of <br />sediment transport, erosion, deposition, and channel migration and properly mitigate <br />potential problems through the project as well as upstream and downstream of any <br />improvement activity. A detailed geomorphological analysis shall be performed to <br />assist in determining the most appropriate design. <br />E. Low-lying areas (below BFE) "protected" by levees, flood fringe areas raised by fill, or <br />perched flow diversion or channelization proj ects shall not be considered to be removed <br />from the 100-year floodplain for the purpose of building basements. <br />F. Project proponents for a mitigation activity must evaluate the residual 1 OO-year <br />floodplain. Proponents are also encouraged to map the 500-year residual floodplain <br />. floodplain for the evaluation of critical facilities. <br />G. All flood protection and mitigation projects shall be maintained to ensure that they <br />maintain their structural and hydraulic integrity. Annual inspections including, as <br />appropriate, field surveys of stream cross-sections, shall demonstrate to the appropriate <br />regulatory jurisdictions that the project features are in satisfactory structural condition, <br />the adequate flow capacity remains available for conveying flood flows, that no <br />encroachment by vegetation, animals, geological processes such as erosion, deposition, <br />or migration, or by human activity, endarlger the proper function of the proj ect. If any <br />significant problems are noted in such annual inspections, the local regulatory <br />jurisdiction shall notifY the CWCB within 30 days of said problems. <br />H. Any stream alteration activity proposed by a project proponent must be evaluated for its <br />__ _~ ~_____irnpact on the regulatorY floodplain and b~jn c~E1pliance withfede!.ah~t<lte and local <br />floodplain rules, regulations and ordinances. ~ -- -- -- <br />1. Any stream alteration activity shall be designed and sealed by a registered professional <br />engmeer. <br />J. Stream alteration activities shall be properly permitted by local, state and federal <br />agencies and shall be in conformance with FEMA floodplain regulations (44 C.P.R.). <br />K. Stream alteration activities shall not be constructed unless the project proponent <br />demonstrates through a floodway analysis arid report, sealed by a registered <br />professional engineer, that there are no adverse floodway and floodplain impacts <br />resulting from the project. <br />L. No adverse floodway impact is defined as a O.O-foot rise in the proposed conditions <br />. versus existing conditions floodway. Proposed increases to the regulatory 1 DO-year <br /> <br />17 <br /> <br />DRAFT <br />