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C. Permitted Water-Oriented Accessory Structures: Each lot may have one water-oriented non-habitable <br />accessory structure not meeting the normal structure setback in subsection 1017.16A of this Chapter if <br />this water-oriented accessory structure complies with the following provisions: <br />1. Water oriented accessory structure dimensional requirements: <br />a. Maximum floor area: 250 square feet <br /> b. Maximum width as viewed from water: 12 feet <br />c. Maximum height: 10 feet <br />d. Setback from ordinary high water: * <br />e. Boathouse setback from ordinary high water level: 10 feet** <br />f. Side yard setback from property line: 20 feet <br />g. Detached deck height above grade: 8 feet <br />* 50% of distance between ordinary high water mark and the structure setback from the water. <br /> ** Also permitted for docks, and off-season storage of ice fishing houses and docks. <br /> 2. The structure or facility shall be constructed of material architecturally similar in design, texture, and <br />color to the principal structure on the lot; the design shall be reviewed by the City Planner prior to <br />issuance of building permits. <br />3. The structure shall be screened a minimum of 50% by opaque vegetation or topography on the three <br />walls seen from the lake with ecologically suited landscaping landward of the ordinary high water level <br />from the lake. <br /> 4. The roof shall not be used as a deck or used as a storage area. 5. The structure or facility shall not be <br />designed or used for human habitation and shall not contain utility systems. <br />North Oaks <br />Detached accessory buildings or structures shall not exceed the height of the principal building nor <br />occupy a ground area equal to more than 50% of the ground area of the principal building. <br /> <br />Maple Grove <br />Flood Districts: As an alternative, an accessory structure may be internally/wet floodproofed to the FP3 <br />or FP4 floodproofing classifications in the state building code, provided the accessory structure <br />constitutes a minimal investment and does not exceed 576 square feet in size. Designs for meeting this <br />requirement must either be certified by a registered professional engineer or meet or exceed the <br />following criteria: <br /> <br />1. To allow for the equalization of hydrostatic pressure, there must be a minimum of two <br />"automatic" openings in the outside walls of the structure, with a total net area of not less than <br />one square inch for every square foot of enclosed area subject to flooding; and <br />