In all areas of special flood hazards, compliance with the applicable
requirements of the Uniform Construction Code (N.J.A.C. 5:23) and
the following standards, whichever is more restrictive; is required:
A. Anchoring.
(1) All new construction and substantial improvements shall be anchored
to prevent flotation, collapse, or lateral movement of the structure.
[Amended 8-8-2016 by Ord.
No. 16-07]
(2) All manufactured homes to be placed or substantially improved 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 and methods.
(1) All new construction and substantial improvements shall be constructed
with materials and utility equipment resistant to flood damage.
(2) All new construction and substantial improvements shall be constructed
using methods and practices that minimize flood damage.
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) For all new construction and substantial improvements, the 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 and other proposed new development shall
be consistent with the need to minimize flood damage;
(2) All subdivision proposals and other proposed new development 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 and other proposed new development 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 new 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 the 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: A minimum of two openings in at least
two exterior walls of each enclosed area, 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. The bottom of all openings
shall be no higher than one foot above grade. Openings may be equipped
with screens, louvers, or other covering or devices, provided that
they permit the automatic entry and exit of floodwaters.
In all areas of special flood hazards where base flood elevation data have been provided as set forth in §
120-7, Basis for establishing areas of special flood hazard, or in §
120-14B, Use of other base flood and floodway data, the following standards are required:
A. Residential construction. New construction and substantial improvement
of any residential structure located in an A or AE Zone shall have
the lowest floor, including basement, together with the attendant
utilities and sanitary facilities, elevated at or above the base flood
elevation plus one foot or as required by ASCE/SEI 24-14, Table 2-1,
whichever is more restrictive; require within any AO or AH Zone on
the municipality's FIRM that all new construction and substantial
improvement of any residential structure shall have the lowest floor,
including basement, together with the attendant utilities and sanitary
facilities, elevated above the depth number specified in feet plus
one foot above the highest adjacent grade (at least three feet if
no depth number is specified); and require adequate drainage paths
around structures on slopes to guide floodwaters around and away from
proposed structures.
B. Nonresidential construction. In an area of special flood hazard, all new construction and substantial improvement of any commercial, industrial or other nonresidential structure located in an A or AE Zone shall have the lowest floor, including basement, together with the attendant utilities and sanitary facilities, either a) elevated to or above the base flood elevation plus one foot or as required by ASCE/SEI 24-14, Table 2-1, whichever is more restrictive, and b) require within any AO or AH Zone on the municipality's DFIRM to elevate above the depth number specified in feet plus one foot above the highest adjacent grade (at least three feet if no depth number is specified), and require adequate drainage paths around structures on slopes to guide floodwaters around and away from proposed structures; or a) be floodproofed so that below the base flood level plus one foot or as required by ASCE/SEI 24-14, Table 6-1, whichever is more restrictive, the structure is watertight with walls substantially impermeable to the passage of water; b) have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and c) be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting the applicable provisions of this subsection. Such certification shall be provided to the official as set forth in §
120-14C(2)(b).
C. Manufactured homes.
(1) Manufactured homes shall be anchored in accordance with §
120-16A(2).
(2) All manufactured homes to be placed or substantially improved within
an area of special flood hazard shall:
(a)
Be consistent with the need to minimize flood damage;
(b)
Be constructed to minimize flood damage;
(c)
Have adequate drainage provided to reduce exposure to flood
damage; and
(d)
Be elevated on a permanent foundation such that the top of the
lowest floor is at or above the base flood elevation plus one foot
or as required by ASCE/SEI 24-14, Table 2-1, whichever is more restrictive.
Located within areas of special flood hazard established in §
120-7 are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of floodwaters which carry debris, potential projectiles, and erosion potential, the following provisions apply:
A. Prohibit encroachments, including fill, new construction, substantial
improvements, and other development, unless a technical evaluation
demonstrates that encroachment shall not result in any increase in
flood levels during the occurrence of the base flood discharge.
B. If Subsection
A is satisfied, all new construction and substantial improvements must comply with Article
V, Provisions for Flood Hazard Reduction.
C. In all areas of special flood hazard in which base flood elevation
data has been provided and no floodway has been designated, the accumulative
effect of any proposed development, when combined with all other existing
and anticipated development, shall not increase the water surface
elevation of the base flood more than 0.2 of a foot at any point.