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Ordinance - #23-14 - 11/14/2023
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Ordinance - #23-14 - 11/14/2023
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3/17/2025 2:42:14 PM
Creation date
11/30/2023 9:29:32 AM
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Resolutions & Ordinances
Resolutions or Ordinances
Ordinances
Resolution or Ordinance Number
#23-14
Document Date
11/14/2023
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1 in section 923(D), if otherwise allowed in the underlying zoning district or any applicable overlay <br />2 district. <br />3 (1) Structures accessory to the uses listed in section 923(A) and the uses listed in subsections (c)(2) <br />4 through (9) below. <br />5 (2) Extraction and storage of sand, gravel, and other materials. <br />6 (3) Marinas, boat rentals, docks, piers, wharves, and water control structures. <br />7 (4) Storage yards for equipment, machinery, or materials. <br />8 (5) Placement of fill or construction of fences that obstruct flood flows. Faiiu fences, as defined in <br />9 section 105, are peiniitted uses. <br />10 (6) Travel -ready recreational vehicles meeting the exception standards in section 927(D)(2). <br />11 (7) Levees or dikes intended to protect agricultural crops for a frequency flood event equal to or <br />12 less than the ten-year frequency flood event. <br />13 (D) Standards for floodway conditional uses: <br />14 (1) All uses. A conditional use must not cause any increase in the stage of the one percent chance <br />15 or regional flood or cause an increase in flood damages in the reach or reaches affected. <br />16 (2) Fill; storage of materials and equipment: <br />17 a. The storage or processing of materials that are, in time of flooding, flammable, explosive, <br />18 or potentially injurious to human, animal, or plant life is prohibited. <br />19 b. Fill, dredge spoil, and other similar materials deposited or stored in the floodplain must <br />20 be protected from erosion by vegetative cover, mulching, riprap or other acceptable <br />21 method. Permanent sand and gravel operations and similar uses must be covered by a <br />22 long-term site development plan. <br />23 c. Temporary placement of fill, other materials, or equipment which would cause an <br />24 increase to the stage of the one percent chance or regional flood may only be allowed if <br />25 the city has approved a plan that assures removal of the materials from the floodway <br />26 based upon the flood warning time available. <br />27 (3) Accessori' structures: <br />28 a. Accessory structures must not be designed for human habitation. <br />29 b. Accessory structures, if peiuiitted, must be constructed and placed on the building site <br />30 so as to offer the minimum obstruction to the flow of flood waters: <br />31 1. Whenever possible, structures must be constructed with the longitudinal axis <br />32 parallel to the direction of flood flow; and <br />33 2. So far as practicable, structures must be placed approximately on the same flood <br />34 flow lines as those of adjoining structures. <br />35 c. Accessory structures must be elevated on fill or structurally dry floodproofed in <br />36 accordance with the FP-1 or FP-2 floodproofing classifications in the Minnesota State <br />37 Building Code. All floodproofed accessory structures must meet the following additional <br />38 standards: <br />39 1. The structure must be adequately anchored to prevent flotation, collapse or lateral <br />40 movement and designed to equalize hydrostatic flood forces on exterior walls; and <br />41 2. Any mechanical and utility equipment in the structure must be elevated to or above <br />42 the regulatory flood protection elevation or properly floodproofed. <br />43 d. As an alternative, an accessory structure may be internally/wet floodproofed to the FP-3 or FP- <br />44 4 floodproofing classifications in the Minnesota State Building Code, provided the accessory <br />45 structure constitutes a minimal investment and does not exceed 576 square feet in size. A <br />46 detached garage may only be used for parking of vehicles and limited storage. All structures <br />47 must meet the following standards: <br />48 1. To allow for the equalization of hydrostatic pressure, there must be a minimum of two <br />49 "automatic" openings in the outside walls of the structure, with a total net area of not less <br />50 than one square inch for every square foot of enclosed area subject to flooding; and <br />51 2. There must be openings on at least two sides of the structure and the bottom of all <br />52 openings must be no higher than one foot above the lowest adjacent grade to the structure. <br />Attachment A — Ordinance #23-14 <br />Page 107 of 141 <br />
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