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sxnoo 1"60. cenernl Flood Plain District and zone A Lakes. (1) Remicethe ikeas A. The uses listed in Section 10-040 (I) of this Chapter shall be permitted uses. B. All other uses shall be subject to the 1% wind cbanre Flood 000 -Year Flood Elevations and/or Fleodway/Flood blame deMrmwmions evichro weriteria pursuant to Senior I Map (2) and Section 10-060 (3) below. Section 10 -NO shell apply if Me proposed use is or the Floodway, District and Section 10-050 shell apply if Me proposed use is in the Flood Fringe District. (2)lYo[edaresf 1%urm al chance /bad(104,Fear HoodE(eumions) ondw Ffoodway wdElood Fe6sge Dere:mina(ions fw Streams Lo[med Within Me CenmW FIOM Plain LlsrrkG A. Upon receipt man application for ae Q i3lse permitiamma or eravorovalwithin Me General Flood Plain District, Me applicant shall be required b famish such ofthe following information as is deemed necessary by the Zoning Administrator for the determination of Me Regulatory Flood Protection Elevation and whether Me proposed use is within Me Floodway or Flood Fringe District. 1. A typical valley cross-sections) showing the channel of the stream, elevation of land neem adjoining each side of the channel, cross-swimml sass In be occupied by Me proposed development, and high water information. 2. Plan (surface view) showing elevations orce mems of the ground; pertinent structure, fill, or smmge elevations; size, location, and spatial commitment of all proposed and existing structures on Me site; location and elevations of slree6; photographs showing existing land uses and vegetation upstream and downstream: and coil We. 3. Profile showing Me slope of the botmm of Ne channel or Flaw line of the strand for at hard 500 feet in either direction from the proposed development. B. The applicant shall submit a copy ofthe information required by Section IM60 (2) A W a designated engineer or other expert person oragency for technical assistance in doff mining Me 1% annual chanceflood (I 00-YFlood El )'f not available,whetter Me proposed use is in the Floodway or Flood Fringe District and to determine the Regulatory Flood Protection Elevation. Procedures consistent with Minnesota Regulations 1983, Parts 6120.500-6120.6200 and 44 Code of Federal Regulations Part 65 shall he followed in this expert evolution. The designated engineer or expert is strongly encouraged m discuss Me proposed twelve] evaluation methodology, with the respective Department of Natural Resources' Area Hydrologist prior to commencing the analysis. Thedesignatederegincer espertsball: d Estimate the peak discharge of me regional Mind. 2. Calculate the water surf eProfile of Me regional Flood based upon hydraulic analysis of Me stream charnel and ovnbank ares. 3. Compute the Floodway necessary to convey or sure the regimml Rood without increasing flootl stages more dun 0.5 foot A lesser stage increase than 0-5 foot shall be required if, as a result of Me additional stage increase, increased Bond damage would result An equnl degree ofmismaclunent on hath side ofthe stream within Me reach shell be assumed in computing Mensway boundaries. C. The Zoning Administrator shut[ present Me technical evaluation and Failings of Me designated engineer misspent to the City Council. The City Council most formally accept the technical evnlemion and Me recommended Floodway and/or Flood Fringe District boundary or deny the (Underline reflects new language, Sirsk it s -us relecu deleted language)