§ 8A-46. General standards for all zones.

In all areas of special flood hazard the following provisions are required:

(1)

New construction and substantial improvements shall be anchored to prevent flotation, collapse and lateral movement of the structure.

(2)

Manufactured homes shall be anchored to prevent flotation, collapse, and lateral movement. Methods of anchoring may include, but are not limited to, use of over-the-top or frame ties to ground anchors. Dry stacked blocks (stacked without the use of mortar or cement to bond them together) are not to be used as an anchor/elevation method. This standard shall be in addition to and consistent with applicable state requirements for resisting wind forces.

(3)

New construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.

(4)

New construction or substantial improvements shall be constructed by methods and practices that minimize flood damage.

(5)

Electrical, heating, ventilation, plumbing, 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, such facilities shall be located a minimum of 18 inches above the Base Flood Elevation.

(6)

New and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the system.

(7)

New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharges from the systems into floodwaters.

(8)

On-site waste disposal systems shall be located and constructed to avoid impairment to them or contamination from them during flooding.

(9)

Any alteration, repair, reconstruction or improvements to a building that is in compliance with the provisions of this chapter shall meet the requirements of "new construction" as contained in this chapter.

(10)

Any alteration, repair, reconstruction or improvements to a building that is not in compliance with the provisions of this chapter, shall be undertaken only if said non-conformity shall meet the requirements of "new construction" as contained in this chapter.

(11)

All gas and liquid storage tanks (both above and below ground) shall be adequately anchored to prevent floatation, lateral movement resulting from hydrodynamic forces, and the effects of buoyancy.

(12)

When new construction and substantial improvements are located in multiple flood zones or in a flood zone with multiple base flood elevations, they shall meet the requirement for the more stringent flood zone and the highest base flood elevation.

(13)

New construction and substantial improvement of any building (both in and outside the SFHA) shall have the lowest floor (including basement) at least one foot above the centerline of the designated street, unless the topography of the property does not allow for strict adherence as determined by the Floodplain Administrator.

(14)

All new horizontal additions must have the lowest floor and all HVAC elevated to the regulatory base flood elevation.

(15)

New construction and substantial improvements of structures built on fill (only allowed outside of the CHHA and Coastal AE Zone) shall be constructed on properly designed and compacted fill that extends 10 feet to 15 feet beyond the building walls before dropping below the base flood elevation, and shall have appropriate protection from erosion and scour as follows:

a.

Fill sites, upon which structures will be constructed or placed, must be compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test method or an acceptable equivalent method.

b.

Fill slopes shall be no steeper than one foot vertical to two feet horizontal.

c.

Adequate protection against erosion is must be provided for fill slopes. When expected velocities during the occurrence of the base flood are greater than five feet per second, armoring with stone or rock protection or material that will provide equivalent resistance will be provided. When expected velocities during the base flood are five feet per second or appropriate protection shall be provided by covering them with vegetative cover at a minimum.

d.

Fill shall be composed of clean granular or earthen material.

(16)

Storage or processing of materials that are hazardous, flammable, explosive, or in time of flooding could become buoyant and pose an obstruction to flow, are prohibited within the community special flood hazard areas, to include identified floodways. Storage of material or equipment not otherwise prohibited shall be firmly anchored to prevent flotation.

(Ord. No. 749, Art. V, § A, 2-4-1980; Ord. No. 829, § 7, 3-23-1987; Ord. No. 1038, art. 5, § A, 12-21-2011)