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9.22.07 <br /> <br />9.22.08 <br /> <br />1. A typical valley cross-section showing the channel of the stream, <br /> elevation of land areas adjoining each side of the channel, cross- <br /> sectional areas to be occupied by the proposed development, and high <br /> water information. <br /> <br />2. Plan (surface view) showing elevations or contours of the ground; <br /> pertinent structure, fill, or storage elevations; size, location, and <br /> spatial arrangement of all proposed and existing structures on the site; <br /> location and elevations of streets; photographs showing existing land <br /> uses and vegetation upstream and downstream; and soil type. <br /> <br />3. Profile showing the slope of the bottom of the channel or flow line of <br /> the stream for at least 500 feet in either direction from the proposed <br /> development. <br /> <br />The applicant shall be responsible to submit one copy of the above <br />information to a designated engineer or other expert person or agency for <br />technical assistance in determining whether the proposed use is in the <br />Floodway or Flood Fringe District and to determine the Regulatory Flood <br />Protection Elevation. Procedures consistent with Minnesota Regulations <br />1983, Parts 6120.5000 - 6120.6200 shall be followed in this expert <br />evaluation. The designated engineer or expert is strongly encouraged to <br />discuss the proposed technical evaluation methodology with the respective <br />Department of Natural Resources' Area Hydrologist prior to commencing <br />the analysis. The designated engineer or expert shall: <br /> <br />1. Estimate the peak discharge of the regional flood. <br /> <br />2. Calculate the water surface profile of the regional flood based upon a <br /> hydraulic analysis of the stream channel and overbank areas. <br /> <br />3. Compute the floodway necessary to convey or store the regional flood <br /> without increasing flood stages more than 0.5 foot. A lesser stage <br /> increase than .5' shall be required if, as a result of the additional stage <br /> increase, increased flood damages would result. An equal degree of <br /> encroachment on both sides of the stream within the reach shall be <br /> assumed in computing floodway boundaries. <br /> <br />The Zoning Administrator shall present the technical evaluation and findings <br />of the designated engineer or expert to the City Council. The City Council <br />must formally accept the technical evaluation and the recommended <br />Floodway and/or Flood Fringe District boundary or deny the permit <br />application. The City Council, prior to official action, may submit the <br />application and all supporting data and analyses to the Federal Emergency <br />Management Agency, the Department of Natural Resources or the Planning <br />Commission for review and comment. Once the Floodway and Flood <br />Fringe Boundaries have been determined, the Governing Body shall refer <br />the matter back to the Zoning Administrator who shall process the permit <br />application consistent with the applicable provisions of §9.22.04 and <br />§9.22.05 of this ordinance. <br /> <br />iSubdivisions. <br />,Subd. 1 Requirements: Refer to §9.50.38. <br /> <br />iPu~lic Utilities, Railroads, Roads, and Bridges. <br /> <br /> <br />