§ 151.46 SPECIFIC STANDARDS.
   In all where data have been provided, as set forth in § 151.06, the following provisions are required:
   (A)   Residential construction.
      (1)    or of any residential (including ) shall have the , including , mechanical equipment, and ductwork elevated no lower than one foot above the . Should solid foundation perimeter walls be used to elevate a , openings sufficient to facilitate automatic equalization of hydrostatic forces on walls shall be provided in accordance with standards of division (C) of this section.
      (2)   (a)   In an the shall be, elevated above the to a height equal to or higher than the depth number specified in feet on the , or elevated at least two feet above the if no depth number is specified.
         (b)   In an , where no technical data has been produced by the Federal Emergency Management Agency, the will determine the method by which base elevations are determined. Methods include but are not limited to detailed hydrologic and hydraulic analyses, use of existing data available from other sources, approximate methods, use of historical data, best supportable and reasonable judgment in the event no data can be produced. The shall be elevated no lower than one foot above such . Title 401 KAR (Kentucky Administrative Regulations) Chapter 4, Regulation 060, Section 5(5)a, states as a part of the technical requirements for a State Floodplain Permit: “The applicant shall provide cross sections for determining boundaries [and thereby Base Flood Elevations] at any proposed construction site where FEMA are not available. All cross sections shall be referenced to and shall have vertical error tolerances of no more than + 0.5 foot. Cross sections elevations shall be taken at those points which represent significant breaks in slope and at points where hydraulic characteristics of the base change. Each cross section shall extend across the entire base and shall be in the number and at the locations specified by the cabinet. If necessary to ensure that significant damage will not occur, the cabinet may require additional cross sections or specific site elevations which extend beyond those needed for making routine boundary calculations.”
         (c)   In all other zones, elevated one foot above the .
      (3)   Upon the completion of the , the elevation of the including shall be certified by a registered professional engineer or surveyor and verified by the building inspection department to be properly elevated. Such certification and verification shall be provided to the .
   (B)    construction.   or of any commercial, industrial, or   (including used for purposes) shall be elevated to conform with division (A) of this section or together with attendant utility and sanitary facilities:
      (1)   Be floodproofed below an elevation one foot above the level of the so that the is watertight with walls substantially impermeable to the passage of water.
      (2)   Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy.
      (3)   A registered professional engineer or architect shall certify that the standards of this section are satisfied. Such certification along with the design and operational maintenance plans shall be provided to the .
      (4)    shall meet the standards in division (D) of this section.
      (5)   All and with fully enclosed areas below the (excluding ) that are usable solely for parking of vehicles, access, or storage and which are subject to shall be constructed of resistant materials below an elevation one foot above the and shall be designed to automatically equalize hydrostatic forces on exterior walls by allowing for the entry and exit of floodwater. Opening sizes for meeting this requirement must meet or exceed the standards of § 151.46(C).
   (C)    .
      (1)    or of on columns, posts, or pilings (for example) that include fully enclosed areas formed by foundation and other exterior walls below the shall be designed to preclude finished living space and designed to allow for the entry and exit of floodwaters to automatically equalize hydrostatic forces on exterior walls.
      (2)   (a)   Opening sizes for complying with this requirement must either be certified by a professional engineer or architect or meet the following minimum criteria:
            1.   Provide a minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to ;
            2.   The bottom of all openings shall be no higher than one foot above foundation interior grade (which must be equal to in elevation or higher than the exterior foundation grade); and
            3.   Openings may be equipped with screens, louvers, valves, or other coverings or devices provided that they permit the automatic flow of floodwaters in both directions.
         (b)   Access to the enclosed area shall be the minimum necessary to allow for parking of vehicles (garage door) or of maintenance equipment used in connection with the premises (standard exterior door) or entry to the living area (stairway or elevator); and
         (c)   The interior portion of such enclosed areas shall not be partitioned or finished into separate rooms.
   (D)   Standards for and .
      (1)   (a)   All new or substantially improved placed on sites located within , A1—30, , , and on the   must meet all the requirements for , including elevation and anchoring.
         (b)   Locations include:
            1.   On individual lots or parcels;
            2.   In expansions to ;
            3.   In ;
            4.   In ;
            5.   Outside of a ; or
            6.   In an on a site upon which a has incurred as the result of a .
         (c)   All must be:
            1.   Elevated on a permanent foundation;
            2.   Have its elevated no lower than one foot above the level of the ; and
            3.   Be securely anchored to an adequately anchored foundation system to resist flotation, collapse, and lateral movement.
      (2)   Excepting that have incurred as a result of a , all placed or substantially improved in an must be elevated so that the is securely anchored to an adequately anchored foundation system to resist flotation, collapse, and lateral movement, so that either the:
         (a)   The of the is elevated no lower than one foot above the level of the ; or
         (b)   The chassis is supported by reinforced piers or other foundation elements of at least an equivalent strength, of no less than 36 inches in height above the .
      (3)   (a)   All placed on sites located within , A1—30, , , and on the   must either:
            1.   Be on the site for fewer than 180 consecutive days;
            2.   Be fully licensed and ready for highway use; or
            3.   Meet the permit requirements for of this chapter, including anchoring and elevation requirements for .
         (b)   A is ready for highway use if it is licensed and insured in accordance with the state motor vehicle regulations, is on its wheels or jacking system, is attached to the site only by quick disconnect type and security devices, and has no permanently attached additions.
   (E)    . Located within areas of special hazard established in § 151.06 are areas designated as . Since the is an extremely hazardous area due to the velocity of waters which carry debris, potential projectiles, and has erosion potential, the following provisions shall apply:
      (1)   Prohibit , including fill, , , and other unless certification (with supporting technical data) by a registered professional engineer is provided demonstrating that shall not result in any increase in the levels during occurrence of discharge;
      (2)   If division (E) of this section is satisfied, all and and other proposed new shall comply with all applicable hazard reduction provisions of §§ 151.45 through 151.51.
(Ord. O-17-13, passed 12-18-13)