In all areas of special flood hazard, the following standards are required:
A.
Anchoring.
(1)
All new construction and substantial improvements shall be anchored to prevent flotation, collapse or lateral movement of the structure.
(2)
All manufactured homes shall be anchored to resist flotation, collapse or lateral movement. Methods of anchoring may include, but are not to be limited to, use of over-the top or frame ties to ground anchors. This requirement is in addition to applicable state and local anchoring requirements for resisting wind forces.
B.
Construction materials, equipment and methods.
C.
Utilities.
(1)
All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the system;
(2)
New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharge from the systems into floodwaters;
(3)
On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding; and
(4)
Electrical, heating, ventilation, plumbing and air-conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding.
D.
Subdivision proposals.
(1)
All subdivision proposals shall be consistent with the need to minimize flood damage;
(2)
All subdivision proposals shall have public utilities and facilities such as sewer, gas, electrical and water systems located and constructed to minimize flood damage;
(3)
All subdivision proposals shall have adequate drainage provided to reduce exposure to flood damage; and
(4)
Base flood elevation data shall be provided for subdivision proposals and other proposed development which contain at least 50 lots or five acres (whichever is less).
E.
Enclosure openings. All new construction and substantial improvements having fully enclosed areas below the lowest floor that are usable solely for parking of vehicles, building access or storage in an area other than a basement and which are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following minimum criteria:
(1)
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 flooding shall be provided.
(2)
The bottom of all openings shall be no higher than one foot above grade.
(3)
Openings may be equipped with screens, louvers or other covering or devices, provided that they permit the automatic entry and exit of floodwaters.