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<br />B. Establishment of Floodway Criteria. The CWCB recognizes that designated floodways are <br />administrative limits and tools used by communities to regulate existing and future floodplain <br />developments within their jurisdictions. Communities may choose to delineate floodways <br />based on FEMA's I-foot rise criteria or based on more strict criteria (e.g., depth and velocity <br />criteria, 0.5-foot rise, etc.). The CWCB floodway rule is synonymous with communities' <br />adopted floodway criteria. Where no local floodway criteria exist, the CWCB recommends the <br />use of the rninimum FEMA standard. <br /> <br />C. Incorporation of FEMA's Floodway Regulations. All regulations defined in 44 CFR <br />60.3( c)(1 0) and 44CFR 60.3( d) are hereby incorporated by reference into this rule. All <br />communities participating in the National Flood Insurance Program that have Base Flood <br />Elevations defined for one or more of the waterways within their jurisdictions are required to <br />adopt and enforce floodway regulations. Failure to enforce floodway regulations may impact <br />the community's standing in the National Flood Insurance Program and may eliminate or <br />reduce eligibility for federal or state financial assistance for flood mitigation and disaster <br />purposes. <br /> <br />D. Communities in Which This Rule Applies. Communities with designated Regulatory <br />Floodplains that have Base Flood Elevations defined for one or more ofthe waterways within <br />their jurisdictions shall be required to establish technical (quantified) criteria for floodway <br />determination and regulation. <br /> <br />Rule 8. Criteria for Determininl! the Effects of Dams on Rel!ulatorv Floodplains: <br />A. Flood Control Dams. If a publicly owned, operated and maintained dam is specifically <br />designed and operated either in whole or in part for flood control purposes then its <br />effects shall be taken into consideration when delineating the floodplain below such a <br />dam. The effects of the dam shall be based upon the 100-year flood under foreseeable <br />development, with full credit to be given to the diminution of peak flood discharges that <br />would result form normal dam operating procedures. <br />B. Non-Flood Control Dams. If a dam is not specifically designed and operated, either in <br />whole or in part, for flood control purposes, then it shall not be recognized as providing <br />any diminution of peak flood discharges when delineating the floodplain below such <br />dam. However, if adequate assurances have been obtained to preserve the flood routing <br />capabilities of such a dam, then the delineation of the floodplain below the dam may, <br />but need not, be based on the assumption that the reservoir formed by the dam will be <br />filled to the elevation of the dam's emergency spillway and the I OO-year hydrology can <br />be routed through the reservoir to account for any flood attenuation effects. <br />C. Adequate Assurances. For the purposes of Rule 8.B. "adequate assurances" shall, at a <br />minimum, include appropriate recognition in the community's adopted master plan of: <br />(I) the flood routing capability of the reservoir, as shown by comparison of the 100- <br />year floodplain in plan and profile with and without the dam in place in order that the <br />public may be made aware of the potential change in level of flood protection in the <br />event that the reservoir flood routing capability be lost, (2) the need to preserve that <br />flood routing capability by whatever means available in the event that the reservoir <br />owners attempt to make changes that would decrease the flood routing capability, and <br />(3) a complete Operations and Maintenance Plan. <br /> <br />14 <br />