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Ordinance Language <br />(c) The plan may incorporate alternative procedures for removal of <br />the material from the floodplain if adequate flood warning time <br />exists. <br />5.45 Storage of materials and equipment below the regulatoryflood <br />protection elevation must comply with an approved emergency plan <br />providing for removal of such materials within the time available after <br />a flood warning. <br />5.46 RESERVED FOR OPTIONAL ALTERNATIVE ELEVATION METHODS <br />SECTION 6.0 GENERAL FLOODPLAIN DISTRICT (GF) <br />6.1 Permitted Uses: <br />6.11 The uses listed in Section 4.1 of this ordinance, Floodway District <br />Permitted Uses, are permitted uses. <br />6.12 All other uses are subject to the floodway/flood fringe evaluation <br />criteria specified in Section 6.2 below. Section 4.0 applies if the <br />proposed use is determined to be in the Floodway District. Section 5.0 <br />applies if the proposed use is determined to be in the Flood Fringe <br />District. <br />6.2 Procedures for Floodway and Flood Fringe Determinations: <br />6.21 Upon receipt of an application for a permit or other approval within <br />the General Floodplain District, the Zoning Administrator must obtain, <br />review and reasonably utilize any regional flood elevation and <br />floodway data available from a federal, state, or other source. <br />6.22 If regional flood elevation and floodway data are not readily available, <br />the applicant must furnish additional information, as needed, to <br />determine the regulatory flood protection elevation and whether the <br />proposed use would fall within the Floodway or Flood Fringe District. <br />Information must be consistent with accepted hydrological and <br />hydraulic engineering standards and the standards in 6.23 below. <br />6.23 The determination of floodway and flood fringe must include the <br />following components, as applicable: <br />(a) Estimate the peak discharge of the regional (1% chance) flood. <br />(b) Calculate the water surface profile of the regional flood based <br />upon a hydraulic analysis of the stream channel and overbank <br />areas. <br />(c) Compute the floodway necessary to convey or store the regional <br />flood without increasing flood stages more than one-half (0.5) <br />foot. A lesser stage increase than 0.5 foot is required if, as a result <br />of the stage increase, increased flood damages would result. An <br />equal degree of encroachment on both sides of the stream within <br />July 2015 12 <br />Commentary <br />Alternative elevation methods such as the use <br />of stilts, pilings, parallel walls, etc. may be <br />appropriate in certain circumstances, <br />provided that communities are able to <br />provide a high level of monitoring and <br />enforcement. Contact DNR floodplain staff <br />for the applicable language. <br />If the General Floodplain District (the A zone <br />or the AE, AO orAH zones without a defined <br />floodway) is not present within the <br />community, delete the contents of this <br />section and retitle it "Reserved for Future <br />Use" (i.e., in case a future annexation adds an <br />A zone). <br />State and federal rules establish standards for <br />this determination but do not specify a <br />procedure to be followed. (However, the <br />community is required under 44 CFR <br />60.3(b)(4) to "obtain, review and reasonably <br />utilize" base flood elevation and floodway <br />data.) The procedure shown here is one that <br />DNR suggests that communities follow. DNR <br />Floodplain Program staff can assist <br />communities in obtaining relevant data and <br />completing the determination. <br />Commented [TG33]: 117-185 <br />