(A) All development must be consistent with the need to minimize flood damage and meet the following applicable performance standards. Where base flood elevations and floodway data have not been provided in the flood insurance study, the State Department of Natural Resources shall be contacted to compute such data. The applicant will be responsible for providing the Department of Natural Resources with sufficient technical information to make such determination.
(B) (1) Development requirements. All development shall:
(a) Be designed and adequately anchored to prevent flotation, collapse or lateral movement;
(b) Use construction methods and practices that will minimize flood damage; and
(c) Use construction materials and utility equipment that are resistant to flood damage.
(2) Residential structures.
(a) All new or substantially improved residential structures shall have the lowest floor, including basement, elevated a minimum of one foot above the base flood elevation. Construction shall be upon compacted fill which shall, at all points, be no lower than 1.0 feet above the base flood elevation and extend at such elevation at least 18 feet beyond the limits of any structure erected thereon. Alternate methods of elevating (such as piers subject to favorable consideration by the Board of Adjustment) may be allowed where existing topography, street grades or other factors preclude elevating by fill. In such cases, the methods used must be adequate to support the structure as well as withstand the various forces and hazards associated with flooding.
(b) All new residential structures located in areas that would become isolated due to flooding of surrounding ground shall be provided with a means of access that will be passable by wheeled vehicles during the base flood. However, this criterion shall not apply where the Administrator determines there is sufficient flood warning time for the protection of life and property. When estimating flood warning time, consideration shall be given to the criteria listed in I.A.C. § 567-75.2(3).
(3) Non-residential structures. All new or substantially improved non-residential structures shall have the lowest floor (including basement) elevated a minimum of one foot above the base flood elevation, or together with attendant utility and sanitary systems, be floodproofed to such a level. When floodproofing is utilized, a professional engineer registered in the state shall certify that the floodproofing methods used are adequate to withstand the flood depths, pressures, velocities, impact and uplift forces and other factors associated with the base flood; and that the structure, below the base flood elevation, is watertight with walls substantially impermeable to the passage of water. A record of the certification indicating the specific elevation (in relation to North American Vertical Datum 1988) to which any structures are floodproofed shall be maintained by the Administrator.
(4) All new and substantially improved structures.
(a) 1. Fully enclosed areas below the “lowest floor” (not including basements) that are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of flood waters. Designs for meeting this requirement must either be certified by a registered professional engineer or meet or exceed the following minimum criteria.
a. A minimum of two openings, with positioning on at least two walls on opposite sides of the foundation subject to approval by the Zoning Enforcement Officer, having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided.)
b. The bottom of all openings shall be no higher than one foot above grade.
c. Openings may be equipped with screens, louvers, valves or other coverings or devices provided they permit the automatic entry and exit of flood waters.
2. Such areas shall be used solely for parking of vehicles, building access and low damage potential storage. Where the distance between the floor and ceiling of the fully enclosed area below the “lowest floor” is five feet or more, the applicant shall be required to sign and record with the County Recorder a non-conversion agreement that ensures the lower enclosed area remains compliant with the criteria outlined in this division (B)(4).
(b) New and substantially improved structures must be designed (or modified) and adequately anchored to prevent flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy.
(c) New and substantially improved structures shall be constructed with electric meter, electrical service panel box, hot water heater, heating, air conditioning, ventilation equipment (including ductwork) and other similar machinery and equipment elevated (or in the case of non-residential structures, optionally floodproofed) to a minimum of one foot above the base flood elevation.
(d) New and substantially improved structures shall be constructed with plumbing, gas lines, water/gas meters and other similar service utilities either elevated (or in the case of non-residential structures, optionally floodproofed) to a minimum of one foot above the base flood elevation or designed to be watertight and withstand inundation to such a level.
(5) Factory-built homes.
(a) All new and substantially improved factory-built homes, including those placed in existing factory-built home parks or subdivisions, shall be elevated on a permanent foundation such that the lowest floor of the structure is a minimum of one foot above the base flood elevation.
(b) All new and substantially improved factory-built homes, including those placed in existing factory-built home parks or subdivisions, shall be anchored to resist flotation, collapse or lateral movement. Anchorage systems may include, but are not limited to, use of over-the-top or frame ties to ground anchors as required by the State Building Code.
(6) Utility and sanitary systems.
(a) On-site waste disposal and water supply systems shall be located or designed to avoid impairment to the system or contamination from the system during flooding.
(b) All new and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the system as well as the discharge of effluent into flood waters. Wastewater treatment facilities (other than on-site systems) shall be provided with a level of flood protection equal to or greater than one foot above the base flood elevation.
(c) New or replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system. Water supply treatment facilities (other than on-site systems) shall be provided with a level of protection equal to or greater than one foot above the base flood elevation.
(d) Utilities such as gas or electrical systems shall be located and constructed to minimize or eliminate flood damage to the system and the risk associated with such flood damaged or impaired systems.
(7) Storage of explosives. Storage of materials and equipment that are flammable, explosive or injurious to human, animal or plant life is prohibited unless elevated a minimum of one foot above the base flood elevation. Other material and equipment must either be similarly elevated or:
(a) Not be subject to major flood damage and be anchored to prevent movement due to flood waters; or
(b) Be readily removable from the area within the time available after flood warning.
(8) Flood control structures. Flood control structural works such as levees, flood walls and the like shall provide, at a minimum, protection from the base flood with a minimum of three feet of design freeboard and shall provide for adequate interior drainage. In addition, the Department of Natural Resources shall approve structural flood control works.
(9) Watercourse alterations or relocations. Watercourse alterations or relocations must be designed to maintain the flood carrying capacity within the altered or relocated portion. In addition, the Department of Natural Resources must approve such alterations or relocations.
(10) Subdivisions. Subdivisions (including factory-built home parks and subdivisions) shall be consistent with the need to minimize flood damages and shall have adequate drainage provided to reduce exposure to flood damage. Development associated with subdivision proposals (including the installation of public utilities) shall meet the applicable performance standards of this chapter. Subdivision proposals intended for residential use shall provide all lots with a means of access which will be passable by wheeled vehicles during the base flood. Proposals for subdivisions greater than five acres or 50 lots (whichever is less) shall include base flood elevation data for those areas located within the Floodplain (Overlay) District.
(11) Accessory structures to residential uses. Detached garages, sheds and similar structures that are incidental to a residential use shall comply with the elevation requirements as outlined in § 6.02(B)(3) of this chapter.
(12) Recreational vehicles.
(a) Recreational vehicles are exempt from the requirements of § 6.02(B)(5) of this chapter regarding anchoring and elevation of factory-built homes when the following criteria are satisfied.
1. The recreational vehicle shall be located on the site for less than 180 consecutive days.
2. The recreational vehicle must be fully licensed and ready for highway use. A recreational vehicle is ready for highway use if it is on its wheels or jacking system and is attached to the site only by quick disconnect type utilities and security devices and has no permanently attached additions.
(b) Recreational vehicles that are located on the site for more than 180 consecutive days or are not ready for highway use must satisfy requirements of § 6.02(B)(5) of this chapter regarding anchoring and elevation of factory-built homes.
(13) Crossings. Pipeline river and stream crossings shall be buried in the streambed and banks, or otherwise sufficiently protected to prevent rupture due to channel degradation and meandering.
(14) Maximum damage potential development. All new or substantially improved maximum damage potential development shall have the lowest floor (including basement) elevated a minimum of one foot above the elevation of the 500-year flood, or together with attendant utility and sanitary systems, be floodproofed to such a level. When floodproofing is utilized, a professional engineer registered in the state shall certify that the floodproofing methods used are adequate to withstand the flood depths, pressures, velocities, impact and uplift forces and other factors associated with the 0.2% annual chance flood; and that the structure, below the 0.2% annual chance flood elevation, is watertight with walls substantially impermeable to the passage of water. A record of the certification indicating the specific elevation (in relation to North American Vertical Datum 1988) to which any structures are floodproofed shall be maintained by the Administrator. Where 0.2% chance flood elevation data has not been provided in the flood insurance study, the State Department of Natural Resources shall be contacted to compute such data. The applicant will be responsible for providing the Department of Natural Resources with sufficient technical information to make such determinations.
(Ord. 2021-03, passed 3-15-2021; Ord. 2024-01, passed 2-5-2024)