Loading...
HomeMy WebLinkAbout0024_0009designed to minimize or eliminate infiltration of flood waters Into the system and discharges from the systems into flood waters; and, (6) On site waste disposal systems shall be located to avoid Impairment to them or contamination from them during flooding. SECTION B. SPECIFIC STANDARDS In all areas: of special flood hazards where base flood elevation data has been provided as set forth in (i) Article 3 Section B, (it) Article 4, Section B, (7), or (iii) Article 5, Section D, (3) the following provisions are required; (1) Residential Construction - New Construction or substantial improvement of any residential structure shall have the lowest floor, including basement, elevated to or above the base flood elevation. A registered professional engineer, architect, or land surveyor shall submit a certification to the Building Official that the standard of this subsection, as proposed in Article 4, Section C (1) (a), is satisfied. (2) Non-residential Construction - New Construction or substantial improvement of any commercial, industrial or other non-residential structure shall either have the lowest floor, including basement, elevated to the level of the base flood elevation or, together with attendant utility and sanitary facilities, be floodproofed so that below the base flood level the structure is water tight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy. A registered professional engineer or architect shall submit a certification to the Building Official that the standards of this subsection as proposed in Article 4, Section C (1) (c), are satisfied. (3) Mobile Domes - a. No mobile home shall be placed in a floodway, or if applicable, a coastal high hazard area, except in an existing mobile home park or existing mobile home subdivision. b. All mobile homes shall be anchored to resist flotation, collapse, or lateral movement. Specific requirements shall be: (i) over -the -top ties at each of the four corners of the mobile home, with two additional ties per side at Intermediate locations and mobile homes less than 50 feet long requiring one additional tie per side; (ii) frame ties at each corner of the home with five additional ties per side at intermediate points and mobile homes loss than 50 feet long requiring four additional tie per side; (iii) all components of the anchoring system be capable of carrying a force of 4, 600 pounds; (iv) any additions to the mobile home be similarly anchored. SECTION C. STANDARDS FOR SUBDIVISION PROPOSALS (1) All subdivision proposals shall be consistent with Article 1 Sections B, C. and D of this ordinance. (2) All proposals for the development of subdivisions shall meet Development Permit requirements of Article 3, Section C. Article 4, Seetton C, and the provisions of Article 5 of this ordinance. M