10/14/2015 P&Z Packet - Laserfiche WebLink

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parallel to the direction of flood flow; and b. So far as practicable, structures must be placed approximately on the same flood flow lines as those of adjoining structures. 3. Accessory structures shall be elevated on fill or structurally dry floodproofed in accordance with the FP -I or FP-2 flood -proofing classifications in the State Building Code. All floodproofed accessory structures must meet the following additional standards: a. The structure must be adequately anchored to prevent flotation, collapse or lateral movement and designed to equalize hydrostatic flood forces on exterior walls; and b. Any mechanical and utilityequipment in the structure must be elevated to or above the regulatory flood protection elevation or properly floodproofed. 4. As an alternative, an accessory structure may be internally/wet floodproofed to the FP-3 or FP-4 flood -proofing classification in the State Building_ Code, provided the accessory structure constitutes a minimal investment, does not exceed 576 square feet in the size. A detached garage may be used for parking of vehicles and limited storage. All flood -proofed accessory structures must meet the following standards: a. To allow for the equalization of hydrostatic pressure, there must be a minimum of two "automatic" openings in the outside walls of the structure, with a total net area of not less than one square inch for every square foot of enclosed area subject to flooding,; and b. There must be openings on at least two sides of the structure and the bottom of all openings must be no higher than one foot above the lowest adjacent grade to the structure. Using human intervention to open a garage door prior to flooding will not satisfy this requirement for automatic openings. (d) Structural works for flood control that will change the course, current or cross section of protected wetlands or public waters are subject to the provisions of Minnesota Statutes, Section 103G.245. (e) A levee, dike or floodwall constructed in the floodway must not cause an increase to the 1% chance or regional flood. The technical analysis must assume equal conveyance or storage loss on both sides of a stream. (f) Floodway developments must not adversely affect the hydraulic capacity of the channel and adjoiningplain of any tributary watercourse or drainage system. § 1103.06 FLOOD FRINGE DISTRICT (FF). (1) Permitted uses. Permitted uses are those uses of land or structures allowed in the underlyingzoning oning district(s) that comply with the standards in 1103.06 (2). (2) Standards for Flood Fringe permitted uses. 18 of 39