2006-06-05 RM Exhibits Flood
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NEW HANOVER COUNTY
FLOOD DAMAGE PREVENTION ORDINANCE
June 5, 2006
T ABLE OF CONTENTS
ARTICLE 1. STATUTORY AUTHORIZATION, FINDINGS OF FACT, PURPOSE AND OBJECTlVES.............2
SECTION A. STATUTORY AUTHORIZATION. . ............ ......... ......... ........... ........ ....................................... ...... ....... ...... ...2
SECTION B. FINDINGS OF FACT. .................................................................................................................................2
SECTION C. STATEMENT OF PURPOSE. ...................................................................................................................... 2
SECTION D. OBJECTIVES ............... .......... ...... ............ ....... ......... ........... .... .......... ......................................... ........... ......2
ARTICLE 2. DEFINITIONS. ................... ...... ......... ............... ... ........... .................... .......... ........ .... .................. ........... ........3
ARTICLE 3. GENERAL PROVISIONS. ......... ...... ........ ....... .................... .......................... .................. ............... ..............9
SECTION A. LANDS TO WHICH THIS ORDINANCE APPLIES ...................................................................................9
SECTION B. BASIS FOR ESTABLISHING THE SPECIAL FLOOD HAZARD AREAS AND FUTURE CONDITIONS
FLOOD HAZARD AREAS ..... ............ ................ .... ............ ..... ...................... ........ ........ ...... ................................... .................9
SECTION C. ESTABLISHMENT OF FLOODPLAIN DEVELOPMENT PERMIT ..........................................................9
SECTION D. COMPLIANCE. .............. .......... ...... .... ........ ......... ......... ............... ....................... .......... ................. ..............9
SECTION E. ABROGATION AND GREATER RESTRICTIONS .....................................................................................9
SECTION F . INTERPRETATION. ....... .......... .................... ......... ..... ...... ...... ...... .... ...... ................. ................ ......... .... .......9
SECTION G. WARNING AND DISCLAIMER OF LIABILITY ......................................................................................... 9
SECTION H. PENALTIES FOR VIOLATION. .................................................................................................................. 9
SECTION 1. AMENDMENTS.........................................................................................................................................10
SECTION J. SEPARABILITy.......... ........... ................ ............. ................. .................... ........................... ........... ............ 10
ARTICLE 4. ADMINISTRATION. ..................................................................................................................................10
SECTION A. DESIGNATION OF FLOODPLAIN ADMINISTRATOR........................................................................... 10
SECTION B. FLOODPLAIN DEVELOPMENT APPLICATION, PERMIT & CERTIFICATION REQUIREMENTS ..10
(1) Application Requirements. ....................................................................................................................................10
(2) Permit Requirements. ................................................................................................................................ ............ 12
(3) Certification Requirements. ......... ............ .................. ........... ......... ...................................................... ....... ...... ..... 12
SECTION C. DUTIES AND RESPONSIBILITIES OF THE FLOODPLAIN ADMINISTRATOR. .................................. 13
SECTION D. CORRECTIVE PROCEDURES. ................................................................................................................ 15
(1) Violations To Be Corrected: .................................................................................................................................. 15
(2) Actions in Event of Failure to Take Corrective Action: ........................................................................................15
(3) Order to Take Corrective Action: ..........................................................................................................................15
(4) Appeal: .............................................................................................................................. ......... .... .... ................ ... 16
(5) Failure to Comply with Order:...............................................................................................................................16
SECTION E. VARIANCE PROCEDURES .....................................................................................................................16
ARTICLE 5. PROVISIONS FOR FLOOD HAZARD REDUCTION........................................................................... 18
SECTION A. GENERAL STANDARDS ..........................................................................................................................18
SECTION B. SPECIFIC STANDARDS ..........................................................................................................................19
(3) Manufactured Homes........................................................................................................................... .................. 19
(4) Elevated Buildings. Fully enclosed areas of new construction and substantially improved structures, which are
below the lowest floor: .............................................................................................................................. ........................ 19
(5) Additions/Improvements. ............................................................................................................................... .......20
(6) Recreational Vehicles. ............ .......... ............ ................ ........ ................... .............. ............... ............. ........... ......... 21
(7) Temporary Non-Residential Structures. ................................................................................................................21
(8) Accessory Structures. ... ................. ............... ...... ...... ............. .................................. .... ............. .................... ...... ...21
SECTION C. RESERVED. .. ........ ............. ............... ......................... ...... ........................ ........ ............. ............. ......... .......22
SECTION D. STANDARDS FOR FLOODPLAINS WITHOUT ESTABLISHED BASE FLOOD ELEVATIONS ...........22
SECTION E. STANDARDS FOR RIVERINE FLOODPLAINS WITH BFE BUT WITHOUT ESTABLISHED............... 22
FLOODWAYS OR NON-ENCROACHMENT AREAS ..........................................................................................................22
SECTION F. FLOOD WA YS AND NON-ENCROACHMENT AREAS ........................................................................... 22
SECTION G. COASTAL HIGH HAZARD AREAS (ZONES VE). ....................................................................................23
SECTION H. STANDARDS FOR AREAS OF SHALLOW FLOODING (ZONE AO). .....................................................24
ARTICLE 6. LEGAL STATUS PROVISIONS. ..............................................................................................................24
SECTION A. EFFECT ON RIGHTS AND LIABILITIES UNDER THE EXISTING FLOOD DAMAGE........................ 24
PREVENTION ORDINANCE. ............. .................... .... .... ................ .................. ........ ............. .... ....... .... ............. ....... ............24
SECTION B. EFFECT UPON OUTSTANDING FLOODPLAIN DEVELOPMENT PERMITS ....................................24
SECTION C. EFFECTIVE DATE. ..................................................................................................................................25
SECTION D. ADOPTION CERTIFICA TION. ................................................................................................................. 25
June 5, 2006
FLOOD DAMAGE PREVENTION ORDINANCE
ARTICLE 1. STATUTORY AUTHORIZATION, FINDINGS OF FACT, PURPOSE AND OBJECTIVES.
SECTION A. STATUTORY AUTHORIZATION.
The Legislature of the State of North Carolina has in Part 6, Article 21 of Chapter 143; Parts 3 and 4 of Article 18 of Chapter
153A; and Part 121, Article 6 of Chapter 153A of the North Carolina General Statutes, delegated to local governmental units
the responsibility to adopt regulations designed to promote the public health, safety, and general welfare of its citizenry.
Therefore, the Board of County Commissioners of New Hanover County, North Carolina, does ordain as follows:
SECTION B. FINDINGS OF FACT.
(1) The flood prone areas within the jurisdiction of New Hanover County are subject to periodic inundation which results
in loss of life, property, health and safety hazards, disruption of commerce and governmental services, extraordinary
public expenditures of flood protection and relief, and impairment of the tax base, all of which adversely affect the
public health, safety, and general welfare.
(2) These flood losses are caused by the cumulative effect of obstructions in floodplains causing increases in flood heights
and velocities and by the occupancy in flood prone areas of uses vulnerable to floods or other hazards.
SECTION C. STATEMENT OF PURPOSE.
It is the purpose of this ordinance to promote public health, safety, and general welfare and to minimize public and private
losses due to flood conditions within flood prone areas by provisions designed to:
(1) restrict or prohibit uses that are dangerous to health, safety, and property due to water or erosion hazards or that result
in damaging increases in erosion, flood heights or velocities;
(2) require that uses vulnerable to floods, including facilities that serve such uses, be protected against flood damage at the
time of initial construction;
(3) control the alteration of natural floodplains, stream channels, and natural protective barriers, which are involved in the
accommodation of flood waters;
(4) control filling, grading, dredging, and all other development that may increase erosion or flood damage; and
(5) prevent or regulate the construction of flood barriers that will unnaturally divert floodwaters or which may increase
flood hazards to other lands.
SECTION D. OBJECTIVES.
The objectives of this ordinance are:
(1) to protect human life and health;
(2) to minimize expenditure of public money for costly flood control projects;
(3) to minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of
the general public;
(4) to minimize prolonged business losses and interruptions;
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(5) to minimize damage to public facilities and utilities (Le., water and gas mains, electric, telephone, cable and sewer
lines, streets, and bridges) that are located in flood prone areas;
(6) to help maintain a stable tax base by providing for the sound use and development of flood prone areas; and
(7) to ensure that potential buyers are aware that property is in a Special Flood Hazard Area or Future Conditions Flood
Hazard Area.
ARTICLE 2.
DEFINITIONS.
Unless specifically defmed below, words or phrases used in this ordinance shall be interpreted so as to give them the meaning
they have in common usage and to give this ordinance its most reasonable application.
"Accessory Structure (Appurtenant Structure)" means a structure located on the same parcel of property as the principal
structure and the use of which is incidental to the use of the principal structure. Garages, carports and storage sheds are
common urban accessory structures. Pole barns, hay sheds and the like qualify as accessory structures on farms, and mayor
may not be located on the same parcel as the farm dwelling or shop building.
"Addition (to an existing building)" means an extension or increase in the floor area or height of a building or structure.
"Appeal" means a request for a review of the floodplain administrator, building inspector or engineer's interpretation of any
provision ofthis ordinance.
"Area of Shallow Flooding" means a designated Zone AO on a community's Flood Insurance Rate Map (FIRM) with base
flood depths determined to be from one (1) to three (3) feet. These areas are located where a clearly defmed channel does not
exist, where the path of flooding is unpredictable and indeterminate, and where velocity flow may be evident.
"Area of Special Flood Hazard" see "Special Flood Hazard Area (SFHA)."
"Basement" means any area of the building having its floor sub grade (below ground level) on all sides.
"Base Flood" means the flood having a one (1) percent chance of being equaled or exceeded in any given year based on
current conditions hydrology.
"Base Flood Elevation (BFE)" means a determination of the water surface elevations of the base flood based on current
conditions hydrology as published in the Flood Insurance Study. When the BFE has not been provided in a "Special Flood
Hazard Area," it may be obtained from engineering studies available from a Federal or State or other source using FEMA
approved engineering methodologies. This elevation, when combined with the "Freeboard," establishes the "Regulatory
Flood Protection Elevation" in Special Flood Hazard Areas.
"Board of Adjustment" - means the New Hanover County Board of Adjustment charged with the responsibility of hearing
and deciding appeals and requests for variance from the requirements of this Ordinance.
"Breakaway Wall" means a wall that is not part of the structural support of the building and is intended through its design
and construction to collapse under specific lateral loading forces without causing damage to the elevated portion of the
building or the supporting foundation system.
"Building" see "Structure."
"Building Inspector" - means the Inspections Director of New Hanover County, North Carolina charged with the
responsibility of administering and implementing this Ordinance in compliance with the provisions as contained herein.
"CAMA" - North Carolina's Coastal Area Management Act. This act, along with the Dredge and Fill Law and the federal
Coastal Zone Management Act, is managed through North Carolina Department of Enviroi:unent and Natural Resources'
(NCDENR's) Division of Coastal Management (DCM).
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"CBRS" means Coastal Barrier Resources System.
"Chemical Storage Facility" means a building, portion of a building, or exterior area adjacent to a building used for the
storage of any chemical or chemically reactive products.
"Current Conditions Hydrology" means the flood discharges associated with the land-use conditions existing within the
drainage area of a watercourse at the time a flood study of the watercourse was conducted. Current conditions flood
discharges and historical flood study information are published in the Flood Insurance Study.
"Coastal Barrier Resources Svstem (CBRS)" consists of undeveloped portions of coastal and adjoining areas established by
the Coastal Barrier Resources Act (CoBRA) of 1982, the Coastal Barrier Improvement Act (CBIA) of 1990, and subsequent
revisions, and includes areas owned by federal or state governments or private conservation organizations identified as
Otherwise Protected Areas (OP A).
"Coastal High Hazard Area" means a Special Flood Hazard Area extending from offshore to the inland limit of a primary
frontal dune along an open coast and any other area subject to high velocity wave action from storms or seismic sources. The
area is designated on a FIRM, or other adopted flood map as determined in Article 3, Section B of this ordinance, as Zone
VE.
"County" - means New Hanover County, North Carolina, a political subdivision of the State of North Carolina.
"County Engineer" - means the Director of the Engineering Department of New Hanover County, North Carolina charged
with the responsibility of administering and implementing applicable sections of this Ordinance in compliance with the
provisions as contained herein.
"Development" means any man-made change to improved or unimproved real estate, including, but not limited to, buildings
or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations, or storage of equipment or
materials.
"Disposal" means, as defmed in NCGS 130A-290(a)(6), the discharge, deposit, injection, dumping, spilling, leaking, or
placing of any solid waste into or on any land or water so that the solid waste or any constituent part of the solid waste may
enter the environment or be emitted into the air or discharged into any waters, including groundwaters.
"Elevated Building" means a non-basement building which has its lowest elevated floor raised above ground level by
foundation walls, shear walls, posts, piers, pilings, or columns.
"Encroachment" means the advance or infringement of uses, fill, excavation, buildings, permanent structures or development
into a floodplain, which may impede or alter the flow capacity of a floodplain.
"Existing Manufactured Home Park or Manufactured Home Subdivision" means a manufactured home park or subdivision
for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at
a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete
pads) was completed before the original effective date ofthe floodplain management regulations adopted by the community.
"Expansion to an existing manufactured home park or manufactured home subdivision" - means the preparation of additional
sites by the construction offacilities for serving the lot on which the manufactured homes are to be affixed (including the
installation of utilities, either fmal site grading or pouring of concrete pads, or the construction of streets).
"Flood" or "Flooding" means a general and temporary condition of partial or complete inundation of normally dry hind areas
from:
(1) the overflow of inland or tidal waters; and/or
(2) the unusual and rapid accumulation of runoff of surface waters from any source.
"Flood Hazard Boundary Map (FHBM)" means an official map of a community, issued by the Federal Emergency
Management Agency, where the boundaries of the Special Flood Hazard Areas have been defmed as Zone A.
"Flood Insurance" means the insurance coverage provided under the National Flood Insurance Program.
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"Flood Insurance Rate Map (FIRM)" means an official map of a community, issued by the Federal Emergency Management
Agency, on which the Special Flood Hazard Areas, the Future Conditions Flood Hazard Areas, and the risk premium zones
applicable to the community are delineated.
"Flood Insurance Study (FIS)" means an examination, evaluation, and determination of flood hazards, corresponding water
surface elevations (if appropriate), flood hazard risk zones, and other flood data in a community issued by the Federal
Emergency Management Agency. The Flood Insurance Study report includes Flood Insurance Rate Maps (FIRMs).
"Flood Prone Area" see "Floodplain."
"Floodplain" means any land area susceptible to being inundated by water from any source.
"Floodplain Administrator" is the individual appointed to administer and enforce the floodplain management regulations.
"Floodplain Development Permit" means any type of permit that is required in conformance with the provisions of this
ordinance, prior to the commencement of any development activity.
"Floodplain Management" means the operation of an overall program of corrective and preventive measures for reducing
flood damage and preserving and enhancing, where possible, natural resources in the floodplain, including, but not limited to,
emergency preparedness plans, flood control works, floodplain management regulations, and open space plans.
"Floodplain Management Regulations" means this ordinance and other zoning ordinances, subdivision regulations, building
codes, health regulations, special purpose ordinances, and other applications of police power which control development in
flood-prone areas. This term describes federal, state or local regulations, in any combination thereof, which provide
standards for preventing and reducing flood loss and damage.
"Floodproofmg" means any combination of structural and nonstructural additions, changes, or adjustments to structures,
which reduce or eliminate flood damage to real estate or improved real property, water and sanitation facilities, structures,
and their contents.
"Floodway" means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to
discharge the base flood without cumulatively increasing the water surface elevation more than one (1) foot.
"Flood Zone" means a geographical area shown on a Flood Hazard Boundary Map or Flood Insurance Rate Map that reflects
the severity or type of flooding in the area.
"Freeboard" means the height added to the Base Flood Elevation (BFE) or the Future Conditions Flood Elevation to account
for the many unknown factors that could contribute to flood heights greater than the height calculated for a selected size flood
and floodway conditions, such as wave action, bridge openings, and the hydrological effect of urbanization on the watershed.
The Base Flood Elevation plus the freeboard establishes the "Regulatory Flood Protection Elevation."
"Functionally Dependent Facility" means a facility which cannot be used for its intended purpose unless it is located in close
proximity to water, such as a docking or port facility necessary for the loading and unloading of cargo or passengers,
shipbuilding, or ship repair. The term does not include long-term storage, manufacture, sales, or service facilities.
"Future Conditions Flood" means the flood having a one (1) percent chance of being equaled or exceeded in any given year
based on future conditions hydrology.
"Future Conditions Flood Elevation" means a determination of the water surface elevations of the one percent (1 %) annual
chance flood based on future conditions hydrology as published in the Flood Insurance Study. This elevation, when
combined with the freeboard, establishes the "Regulatory Flood Protection Elevation" in Future Conditions Flood Hazard
Areas.
"Future Conditions Flood Hazard Area" means the land area that would be inundated by the one percent (1 %) annual chance
flood based on future conditions hydrology as determined in Article 3, Section B of this ordinance.
"Future Conditions Hydrology" means the flood discharges associated with projected land-use conditions based on New
Hanover County's officially adopted zoning ordinance and without consideration of projected future construction of flood
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detention structures or projected future hydraulic modifications within a stream or other waterway such as bridge and culvert
construction, fill, and excavation. Future conditions flood discharges are published in the Flood Insurance Study.
"Hazardous Waste Facility" means, as defmed in NCGS 130, Article 9, a facility for the collection, storage, processing,
treatment, recycling, recovery, or disposal of hazardous waste.
"Highest Adiacent Grade (HAG)" means the highest natural elevation of the ground surface, pnor to construction,
immediately next to the proposed walls of the structure.
"Historic Structure" means any structure that is:
(a) listed individually in the National Register of Historic Places (a listing maintained by the US Department of
Interior) or preliminarily determined by the Secretary of Interior as meeting the requirements for individual
listing on the National Register;
(b) certified or preliminarily determined by the Secretary of Interior as contributing to the historical significance of a
registered historic district or a district preliminarily determined by the Secretary to qualify as a registered historic
district;
(c) individually listed on a local inventory of historic landmarks in communities with a "Certified Local Government
(CLG) Program"; or
(d) certified as contributing to the historical significance of a historic district designated by a community with a
"Certified Local Government (CLG) Program."
Certified Local Government (CLG) Programs are approved by the US Department of the Interior in cooperation with
the North Carolina Department of Cultural Resources through the State Historic Preservation Officer as having met the
requirements of the National Historic Preservation Act of 1966 as amended in 1980.
"Lowest Adiacent Grade (LAG)" means the elevation of the ground, sidewalk or patio slab immediately next to the building,
or deck support, after completion ofthe building.
"Lowest Floor" means the lowest floor of the lowest enclosed area (including basement). An unfmished or flood resistant
enclosure, usable solely for parking of vehicles, building access, or limited storage in an area other than a basement area is
not considered a building's lowest floor, provided that such an enclosure is not built so as to render the structure in violation
ofthe applicable non-elevation design requirements of this ordinance.
"Manufactured Home" means a structure, transportable in one or more sections, which is built on a permanent chassis and
designed to be used with or without a permanent foundation when connected to the required utilities. The term
"manufactured home" does not include a "recreational vehicle."
"Manufactured Home Park or Subdivision" means a parcel (or contiguous parcels) ofland divided into two or more
manufactured home lots for rent or sale.
"Market Value" means the building value, not including the land value and that of any accessory structures or other
improvements on the lot. Market value may be established by independent certified appraisal: replacement cost depreciated
for age of building and quality of construction (Actual Cash Value): or adjusted tax assessed values.
"Mean Sea Level" means, for purposes of this ordinance, the National Geodetic Vertical Datum (NGVD) as corrected in
1929, the North American Vertical Datum (NAVD) as corrected in 1988, or other vertical control datum used as a reference
for establishing varying elevations within the floodplain, to which Base Flood Elevations (BFEs) shown on a FIRM are
referenced. Refer to each FIRM panel to determine datum used.
"New Construction" means structures for which the "start of construction" commenced on or after the effective date of the
original version ofthe community's Flood Damage Prevention Ordinance and includes any subsequent improvements to such
structures.
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"Non-Encroachment Area" means the channel of a river or other watercourse and the adjacent land areas that must be
reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than one (1)
foot as designated in the Flood Insurance Study report. .
"OP A" means an Otherwise Protected Area.
"Post-FIRM" means construction or other development for which the "start of construction" occurred on or after the effective
date of the initial Flood Insurance Rate Map for the area.
"Pre-FIRM" means construction or other development for which the "start of construction" occurred before the effective date
of the initial Flood Insurance Rate Map for the area.
"Primary Frontal Dune" means a continuous or nearly continuous mound or ridge of sand with relatively steep seaward and
landward slopes immediately landward and adjacent to the beach and subject to erosion and over-topping from high tides and
waves during major coastal storms. The inland limit of the primary frontal dune occurs at the point where there is a distinct
change from a relatively steep slope to a relatively mild slope.
"Principally Above Ground" means that at least 51 % of the actual cash value of the structure is above ground.
"Public Safety" and/or "Nuisance" means anything which is injurious to the safety or health of an entire community or
neighborhood, or any considerable number of persons, or unlawfully obstructs the free passage or use, in the customary
manner, of any navigable lake, or river, bay, stream, canal, or basin.
"Recreational Vehicle (RV)" means a vehicle, which is:
(a) built on a single chassis;
(b) 400 square feet or less when measured at the largest horizontal projection;
(c) designed to be self-propelled or permanently towable by a light duty truck; and
(d) designed primarily not for use as a permanent dwelling, but as temporary living quarters for recreational, camping,
travel, or seasonal use.
"Reference Level" is the top of the lowest floor for structures within Special Flood Hazard Areas and Future Conditions
Flood Hazard Areas designated as Zone, AE, A, A99,AO or X (Future). The reference level is the bottom of the lowest
horizontal structural member of the lowest floor for structures within Special Flood Hazard Areas designated as zone VE.
"Regulatory Flood Protection Elevation" means the elevation above mean sea level to which the reference level of all
structures and other development located within Special Flood Hazard Areas and Future Conditions Flood Hazard Areas
must be protected.
(a) In "Special Flood Hazard Areas" where Base Flood Elevations (BFEs) have been determined, this elevation
shall be the BFE plus two (2) feet of freeboard.
(b) In "Special Flood Hazard Areas" where no BFE has been established, this elevation shall be at least two (2)
feet above the highest adjacent grade.
(c) In Future Conditions Flood Hazard Areas this elevation shall be the Future Conditions Flood Elevation plus
two (2) feet of freeboard.
"Remedy a Violation" means to bring the structure or other development into compliance with State and community
floodplain management regulations, or, if this is not possible, to reduce the impacts of its noncompliance. Ways that impacts
may be reduced include protecting the structure or other affected development from flood damages, implementing the
enforcement provisions of the ordinance or otherwise. deterring future similar violations, or reducing Federal fmancial
exposure with regard to the structure or other development.
"Riverine" means relating to, formed by, or resembling a river (including tributaries), stream, brook, etc.
"Salvage Yard" means any non-residential property used for the storage, collection, and/or recycling of any type of
equipment, and including but not limited to vehicles, appliances and related machinery.
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"Sand dunes" - means naturally occurring accumulations of sand in ridges or mounds landward of the beach.
"Solid Waste Disposal Facility" means, as defmed in NCGS l30A-290(a)(35), any facility involved in the disposal of solid
waste.
"Solid Waste Disposal Site" means, as defined in NCGS 130A-290(a)(36), any place at which solid wastes are disposed of by
incineration, sanitary landfill, or any other method.
"Special Flood Hazard Area (SFHA)" means the land in the floodplain subject to a one (1%) percent or greater chance of
being flooded in any given year based on current conditions hydrology, as determined in Article 3, Section B of this
ordinance.
"Start of Construction" includes substantial improvement, and means the date the building permit was issued, provided the
actual start of construction, repair, reconstruction, rehabilitation, addition placement, or other improvement was within 180
days of the permit date. The actual start means either the first placement of permanent construction of a structure on a site,
such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of
excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include land
preparation, such as clearing, grading, and filling; nor does it include the installation of streets and/or walkways; nor does it
include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the
installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the
main structure. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling,
floor, or other structural part of the building, whether or not that alteration affects the external dimensions of the building.
"Structure" means a walled and roofed building, a manufactured home, or a gas, liquid, or liquefied gas storage tank that is
principally above ground.
"Substantial Damage" means damage of any origin sustained by a structure during anyone-year period whereby the cost of
restoring the structure to its before damaged condition would equal or exceed 50 percent of the market value of the structure
before the damage occurred. See defmition of "substantial improvement."
"Substantial Improvement" means, for a structure built prior to the enactment ofthis section, any repair, reconstruction, or
improvement of a structure, the cost of which equals or exceeds fifty percent (50%) ofthe market value ofthe structure either
before the improvement or repair is started or if the structure has been damaged and is being restored, before the damage
occurred. For the purposes of this definition "substantial improvement" is considered to occur when the fust alteration of any
wall, ceiling, floor or other structural part of the building commences, whether or not that alteration affects the external
dimensions of the structure. The "cost" of substantial improvement shall be determined by adding the cost of all repairs and
reconstruction carried out in the five-year period immediately preceding the proposed repairs and reconstruction to the cost of
the proposed repairs and reconstruction. . This term includes structures which have incurred "substantial damage,"
regardless of the actual repair work performed. The term does not, however, include either:
(a) any correction of existing violations of State or community health, sanitary, or safety code specifications which have
been identified by the community code enforcement official and which are the minimum necessary to assure safe
living conditions; or
(b) any alteration of a historic structure, provided that the alteration will not preclude the structure's continued
designation as a historic structure.
"Variance" is a grant ofrelieffrom the requirements of this ordinance.
"Violation" means the failure of a structure or other development to be fully compliant with the community's floodplain
management regulations. A structure or other development without the elevation certificate, other certifications, or other
evidence of compliance required in Articles 4 and 5 is presumed to be in violation until such time as that documentation is
provided.
"Water Surface Elevation (WSE)" means the height, in relation to mean sea level of floods of various magnitudes and
frequencies in the floodplains of coastal or riverine areas.
"Watercourse" means a lake, river, creek, stream, wash, channel or other topographic feature on or over which waters flow at
least periodically. Watercourse includes specifically designated areas in which substantial flood damage may occur.
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ARTICLE 3. GENERAL PROVISIONS.
SECTION A. LANDS TO WHICH THIS ORDINANCE APPLIES.
This ordinance shall apply to all Special Flood Hazard Areas and Future Conditions Flood Hazard Areas within the
jurisdiction, including Extra-Territorial Jurisdictions (ETJs) if applicable, of New Hanover County and within the jurisdiction
of any other community whose governing body agrees, by resolution, to such applicability.
SECTION B. BASIS FOR ESTABLISHING THE SPECIAL FLOOD HAZARD AREAS AND FUTURE
CONDITIONS FLOOD HAZARD AREAS.
The Special Flood Hazard Areas are those identified under the Cooperating Technical State (CTS) agreement between the
State of North Carolina and FEMA in its Flood Insurance Study (FrS) and its accompanying Flood Insurance Rate Maps
(FIRM), for New Hanover County dated April 3, 2006, which are adopted by reference and declared to be a part of this
ordinance.
SECTION C. ESTABLISHMENT OF FLOODPLAIN DEVELOPMENT PERMIT.
A Floodplain Development Permit shall be required in conformance with the provisions of this ordinance prior to the
commencement of any development activities within Special Flood Hazard Areas and Future Conditions Flood Hazard Areas
determined in accordance with Article 3, Section B ofthis ordinance.
SECTION D. COMPLIANCE.
No structure shall be located, extended, converted or structurally altered, and no land shall be developed as of the effective
date of this Ordinance without full compliance with the terms of this Ordinance and other applicable regulations.
SECTION E. ABROGATION AND GREATER RESTRICTIONS.
This ordinance is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions.
However, where this ordinance and another conflict or overlap, whichever imposes the more stringent restrictions shall
prevail.
SECTION F. INTERPRETATION.
In the interpretation and application of this ordinance, all provisions shall be:
(a) considered as minimum requirements;
(b) liberally construed in favor of the governing body; and
(c) deemed neither to limit nor repeal any other powers granted under State statutes.
SECTION G. WARNING AND DISCLAIMER OF LIABILITY.
The degree of flood protection required by this ordinance is considered reasonable for regulatory purposes and is based on
scientific and engineering consideration. Larger floods can and will occur. Actual flood heights may be increased by man-
made or natural causes. This ordinance does not imply that land outside the Special Flood Hazard Areas and Future
Conditions Flood Hazard Areas or uses permitted within such areas will be free from flooding or flood damages. This
ordinance shall not create liability on the part of New Hanover County or by any officer or employee thereof for any flood
damages that result from reliance on this ordinance or any administrative decision lawfully made hereunder.
SECTION H. PENALTIES FOR VIOLATION.
(a) A violation of any of the provisions of this article, including any permit, variance, or stop work order, shall subject the
offender to a civil penalty of one hundred dollars ($100.00) for the fust violation, three hundred dollars ($300.00) for the
second violation and five hundred dollars ($500.00) for the third and any subsequent violation.
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(b) If the offender fails to pay this penalty within ten (10) days after being cited for a violation, the penalty may be recovered
in a civil action in the nature of debt.
(c) The County may seek to enforce this chapter through any appropriate equitable action.
(d) Failure to remove any artificial obstruction or enlargement or replacement thereof that violates any provision ofthis
article shall constitute a separate violation of this article for each day that such failure continues after written notice of such
violation from the county.
(e) In addition to the violations listed in subsection (d), each day that a violation continues after the offender has been notified
of the violation shall constitute a separate violation.
(f) The county may seek to enforce this chapter by using anyone or any combination of the foregoing remedies.
(g) Nothing herein contained shall prevent the county from taking such other lawful action as is necessary to prevent or
remedy any violation.
SECTION I.
AMENDMENTS
The Board of County Commissioners of New Hanover County may, from time to time, amend these Regulations, but no
amendment shall become effective unless it has been proposed by, or has been submitted to, the State Coordinating Agency
and the Federal Emergency Management Agency for review and approval.
SECTION J.
SEPARABILITY
Should any section or provision of this Ordinance be declared by the courts to be unconstitutional or invalid, such declaration
shall not affect the Ordinance as a whole, or any part thereof, other than the part so declared to be unconstitutional or invalid.
ARTICLE 4. ADMINISTRATION.
SECTION A. DESIGNATION OF FLOODPLAIN ADMINISTRATOR.
The Building Inspector or County Engineer, hereinafter referred to as the "Floodplain Administrator," is hereby appointed to
administer and implement the provisions of this ordinance. He may be provided with the assistance of such other persons as
he deems necessary in order to adequately carry out the administration and enforcement of this Ordinance.
SECTION B. FLOODPLAIN DEVELOPMENT APPLICATION. PERMIT & CERTIFICATION REOUIREMENTS.
(1) Application Requirements.
Application for a Floodplain Development Permit shall be made to the floodplain administrator prior to any
development activities located within Special Flood Hazard Areas and Future Conditions Flood Hazard Areas. The
following items shall be presented to the floodplain administrator to apply for a floodplain development permit:
(a) A plot plan drawn to scale which shall include, but shall not be limited to, the following specific details of the
proposed floodplain development:
i) the nature, location, dimensions, and elevations of the area of development/disturbance; existing and
proposed structures, utility systems, grading/pavement areas, fill materials, storage areas, drainage facilities,
and other development;
ii) the boundary of the Special Flood Hazard Area or Future Conditions Flood Hazard Area as delineated on
the FIRM or other flood map as determined in Article 3, Section B, or a statement that the entire lot is within
the Special Flood Hazard Area or Future Conditions Flood Hazard Area;
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iii) flood zone(s) designation of the proposed development area as determined on the FIRM or other flood map
as determined in Article 3, Section B;
iv) the boundary of the floodway(s) or non-encroachment area(s) as determined in Article 3, Section B;
v) the Base Flood Elevation (BFE) or Future Conditions Flood Elevation where provided as set forth in
Article 3, Section B; Article 4, Section C(13) & (14); or Article 5, Section D;
vi) the old and new location of any watercourse that will be altered or relocated as a result of proposed
development;
vii) the boundary and designation date of the Coastal Barrier Resource System (CBRS) area or Otherwise
Protected Areas (OP A), if applicable; and
viii) certification of the plot plan by a registered land surveyor or professional engineer.
(b) Proposed elevation, and method thereof, of all development within a Special Flood Hazard Area or Future
Conditions Flood Hazard Area including but not limited to:
i) Elevation in relation to mean sea level of the proposed reference level (including basement) of all
structures;
ii) Elevation in relation to mean sea level to which any non-residential structure in Zone AE, A, AO or X
(Future) will be flood-proofed; and
iii) Elevation in relation to mean sea level to which any proposed utility systems will be elevated or
floodproofed;
(c) Iffloodproofmg, a Floodproofing Certificate (FEMA Form 81-65) with supporting data and an operational plan that
includes, but is not limited to, installation, exercise, and maintenance of floodproofmg measures.
(d) A Foundation Plan, drawn to scale, which shall include details of the proposed foundation system to ensure all
provisions of this ordinance are met. These details include but are not limited to:
i) The proposed method of elevation, if applicable (Le., fill, solid foundation perimeter wall, solid backfilled
foundation, open foundation on columns/posts/piers/piles/shear walls);
ii) Openings to facilitate equalization of hydrostatic flood forces on walls in accordance with Article 5,
Section B(4), when solid foundation perimeter walls are used in Zones A, AO, AE, and X (Future);
iii) The following, in Coastal High Hazard Areas, in accordance with Article 5, Section B(4)(d) and Article 5,
Section G:
1) V-Zone Certification with accompanying plans and specifications verifying the engineered structure and
any breakaway wall designs;
2) Plans for open wood latticework or insect screening, if applicable;
3) Plans for non-structural fill, if applicable. Ifnon-structural fill is proposed, it must be demonstrated
through coastal engineering analysis that the proposed fill would not result in any increase in the Base
Flood Elevation or otherwise cause adverse impacts by wave ramping and deflection on to the subject
structure or adjacent properties.
(e) Usage details of any enclosed areas below the regulatory flood protection elevation.
(f) Plans and/or details for the protection of public utilities and facilities such as sewer, gas, electrical, and water
systems to be located and constructed to minimize flood damage;
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(g) Copies of all other Local, State and Federal permits required prior to floodplain development permit issuance
(Wetlands, Endangered Species, Erosion and Sedimentation Control, CAMA, Riparian Buffers, Mining, etc.).
(h) Documentation for placement of Recreational Vehicles and/or Temporary Structures, when applicable, to ensure
Article 5, Sections B(6) & (7) of this ordinance are met.
(i) A description of proposed watercourse alteration or relocation, when applicable, including an engineering report on
the effects of the proposed project on the flood-carrying capacity ofthe watercourse and the effects to properties
located both upstream and downstream; and a map (ifnot shown on plot plan) showing the location of the proposed
watercourse alteration or relocation.
(2) Permit Requirements.
The Floodplain Development Permit shall include, but not be limited to:
(a) A description of the development to be permitted under the floodplain development permit.
(b) The Special Flood Hazard Area or Future Conditions Flood Hazard Area determination for. the proposed
development per available data specified in Article 3, Section B.
( c) The regulatory flood protection elevation required for the reference level and all attendant utilities.
(d) The regulatory flood protection elevation required for the protection of all public utilities.
(e) All certification submittal requirements with time lines.
(f) A statement that no fill material or other development shall encroach into the floodway or non-encroachment area of
any watercourse, as applicable.
(g) The flood openings requirements, if in Zones A, AO, AE or X (Future).
(h) Limitations of use of the enclosures below the lowest .floor (if applicable). (i.e., Parking, Building Access and
Limited Storage only).
(i) A statement, if in Zone VE, that there shall be no alteration of sand dunes which would increase potential flood
damage.
(j) A statement, if in Zone VE, that there shall be no fill used for structural support.
(3) Certification Requirements.
(a) Elevation Certificates
i) An Elevation Certificate (FEMA Form 81-31) or a floodproofmg Certificate (FEMA Form 81-65) is required
after the reference level is established. Within twenty-one (21) calendar days of establishment of the lowest floor
elevation, or floodproofmg by whatever construction means, whichever is applicable, it shall be the duty of the
permit holder to submit to the administrator a certification of the elevation of the lowest floor, or floodproofed
elevation, whichever is applicable, as built, in relation to mean sea level. Said certification shall be prepared by or
under the direct supervision of a registered land surveyor or professional engineer and certified by same. When
floodproofing is utilized for a particular building, said certification shall be prepared by or under the direct
supervision of a professional engineer or architect and certified by same. Any work done within the twenty-one
(21) day calendar period and prior to submission of the certification shall be at the permit holder's risk. The
administrator shall review the floor elevation survey data submitted. Deficiencies detected by such review shall be
corrected by the permit holder immediately and prior to further progressive work being permitted to proceed.
Failure to submit the surveyor failure to make said corrections required hereby shall be cause to issue a stop-work
order for the project.
ii) A fmal as-built Elevation Certificate (FEMA Form 81-31) is required after construction is completed and prior
to Certificate of Compliance/Occupancy issuance. It shall be the duty of the permit holder to submit to the
floodplain administrator a certification of fmal as-built construction.of the elevation of the reference level and all
attendant utilities. The floodplain administrator shall review the certificate data submitted. Deficiencies detected
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by such review shall be corrected by the permit holder immediately and prior to Certificate of
Compliance/Occupancy issuance. In some instances, another certification may be required to certify corrected as-
built construction. Failure to submit the certification or failure to make required corrections shall be cause to
withhold the issuance of a Certificate of Compliance/Occupancy.
(b) Floodproofmg Certificate
Ifnon-residential floodproofmg is used to meet the regulatory flood protection elevation requirements, a Floodproofmg
Certificate (FEMA Form 81-65), with supporting data and an operational plan, is required prior to the actual start of any
new construction. It shall be the duty of the permit holder to submit to the floodplain administrator a certification of
the floodproofed design elevation of the reference level and all attendant utilities, in relation to mean sea level.
Floodproofmg certification shall be prepared by or under the direct supervision of a professional engineer or architect
and certified by same. The floodplain administrator shall review the certificate data and plan. Deficiencies detected by
such review shall be corrected by the applicant prior to permit approval. Failure to submit the certification or failure to
make required corrections shall be cause to deny a floodplain development permit. Failure to construct in accordance
with the certified design shall be cause to withhold the issuance of a Certificate of Compliance/Occupancy.
(c) Ifa manufactured home is placed within Zone A, AO, AE, or X (Future) and the elevation of the chassis is more than 36
inches in height above grade, an engineered foundation certification is required per Article 5, Section B(3).
(d) If a watercourse is to be altered or relocated, a description of the extent of watercourse alteration or relocation; a
professional engineer's certified report on the effects of the proposed project on the flood-carrying capacity of the
watercourse and the effects to properties located both upstream and downstream; and a map showing the location of the
proposed watercourse alteration or relocation shall all be submitted by the permit applicant prior to issuance of a
floodplain development permit.
(e) Certification Exemptions. The following structures, iflocated within Zone A, AO, AE or X (Future), are exempt from
the elevationlfloodproofing certification requirements specified in items (a) and (b) of this subsection:
i) Recreational Vehicles meeting requirements of Article 5, Section B(6)(a);
ii) Temporary Structures meeting requirements of Article 5, Section B(7); and
iii) Accessory Structures less than 150 square feet meeting requirements of Article 5, Section B(8).
(f) A V-Zone Certification with accompanying design plans and specifications is required prior to issuance ofa Floodplain
Development permit within coastal high hazard areas. It shall be the duty of the permit applicant to submit to the
floodplain administrator said certification to ensure the design standards of this ordinance are met. A registered
professional engineer or architect shall develop or review the structural design, plans, and specifications for construction
and certify that the design and methods of construction to be used are in accordance with accepted standards of practice for
meeting the provisions of this ordinance. This certification is not a substitute for an Elevation Certificate.
SECTION C. DUTIES AND RESPONSIBILITIES OF THE FLOODPLAIN ADMINISTRATOR.
The Floodplain Administrator shall perform, but not be limited to, the following duties:
(l) Review all floodplain development applications and issue permits for all proposed development within Special Flood
Hazard Areas and Future Conditions Flood Hazard Areas to assure that the requirements of this ordinance have been
satisfied.
(2) Advise permittee that additional Federal or State permits (Wetlands, Endangered Species, Erosion and Sedimentation
Control, CAMA, Riparian Buffers, Mining, etc.) may be required, and require that copies of such permits be provided
and maintained on file with the floodplain development permit.
(3) Notify adjacent communities and the North Carolina Department of Crime Control and Public Safety, Division of
Emergency Management, State Coordinator for the National Flood Insurance Program prior to any alteration or
relocation of a watercourse, and submit evidence of such notification to the Federal Emergency Management Agency
(FEMA).
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(4) Assure that maintenance is provided within the altered or relocated portion of said watercourse so that the flood-
carrying capacity is not diminished.
(5) Prevent encroachments into floodways and non-encroachment areas unless the certification and flood hazard reduction
provisions of Article 5, Section E are met.
(6) Verify and record the actual elevation (in relation to mean sea level) of the reference level (including basement) and all
attendant utilities of all new or substantially improved structures, in accordance with Article 4, Section B(3).
(7) Verify and record the actual elevation (in relation to mean sea level) to which all new and substantially improved
structures and utilities have been floodproofed, in accordance with Article 4, Section B(3).
(8) Verify and record the actual elevation (in relation to mean sea level) of all public utilities in accordance with Article 4,
Section B(3).
(9) When floodproofing is utilized for a particular structure, obtain certifications from a registered professional engineer or
architect in accordance with Article 4, Section B(3) and Article 5, Section B(2).
(10) In Coastal High Hazard Areas certification shall be obtained from a registered professional engineer or architect
licensed to practice in North Carolina that the structure is securely anchored to adequately anchored pilings or columns
in order to withstand velocity waters and hurricane wave wash.
(11) In Coastal High Hazard Areas, the Building Inspector shall review plans for the adequacy of breakaway walls in
accordance with Article 5, Section B(4)(d).
(12) Where interpretation is needed as to the exact location of boundaries of the Special Flood Hazard Areas or Future
Conditions Flood Hazard Areas (for example, where there appears to be a conflict between a mapped boundary and
actual field conditions), make the necessary interpretation. The person contesting the location of the boundary shall be
given a reasonable opportunity to appeal the interpretation as provided in this article.
(13) When Base Flood Elevation (BFE) data has not been provided in accordance with Article 3, Section B, obtain, review,
and reasonably utilize any Base Flood Elevation (BFE) data, along with floodway data or non-encroachment area data
available from a Federal, State, or other source, including data developed pursuant to Article 5, Section D(2)(b), in
order to administer the provisions of this ordinance.
(14) When Base Flood Elevation (BFE) data is provided but no floodway nor non-encroachment area data has been
provided in accordance with Article 3, Section B, obtain, review, and reasonably utilize any floodway data or non-
encroachment area data available from a Federal, State, or other source in order to administer the provisions of this
ordinance.
(15) When the lowest ground elevation of a parcel or structure located within zone AE is above the Base Flood Elevation
(BFE), advise the property owner of the option to apply for a Letter of Map Amendment (LOMA) from FEMA.
Maintain a copy of the Letter of Map Amendment (LOMA) issued by FEMA in the floodplain development permit
file.
(16) Permanently maintain all records that pertain to the administration ofthis ordinance and make these records available
for public inspection.
(17) Make on-site inspections of work in progress. As the work pursuant to a floodplain development permit progresses,
the floodplain administrator shall make as many inspections of the work as may be necessary to ensure that the work is
being done according to the provisions of the local ordinance and the terms of the permit. In exercising this power, the
floodplain administrator has a right, upon presentation of proper credentials, to enter on any premises within the
jurisdiction ofthe community at any reasonable hour for the purposes of inspection or other enforcement action.
(18) Issue stop-work orders as required. Whenever a building or part thereof is being constructed, reconstructed, altered, or
repaired in violation of this ordinance, the floodplain administrator may order the work to be immediately stopped.
The stop-work order shall be in writing and directed to the person doing the work. The stop-work order shall state the
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specific work to be stopped, the specific reason(s) for the stoppage, and the condition(s) under which the work may be
resumed. Violation of a stop-work order constitutes a misdemeanor.
(19) Revoke floodplain development permits as required. The floodplain administrator may revoke and require the return
of the floodplain development permit by notifying the permit holder in writing stating the reason(s) for the revocation.
Permits shall be revoked for any substantial departure from the approved application, plans, or specifications; for
refusal or failure to comply with the requirements of State or local laws; or for false statements or misrepresentations
made in securing the permit. Any floodplain development permit mistakenly issued in violation of an applicable State
or local law may also be revoked.
(20) Make periodic inspections throughout all special flood hazard areas within the jurisdiction of the community. The
floodplain administrator and each member of his or her inspections department shall have a right, upon presentation of
proper credentials, to enter on any premises within the territorial jurisdiction of the department at any reasonable hour
for the purposes of inspection or other enforcement action.
(21) Follow through with corrective procedures of Article 4, Section D.
(22) Review, provide input, and make recommendations for variance requests.
(23) Maintain a current map repository to include, but not limited to, the FIS Report, FIRM and other official flood maps
and studies adopted in accordance with Article 3, Section B of this ordinance, including any revisions thereto including
Letters of Map Change, issued by FEMA. Notify State and FEMA of mapping needs.
(24) Coordinate revisions to FIS reports and FIRMs, including Letters of Map Revision Based on Fill (LOMR-F) and
Letters of Map Revision (LOMR).
SECTION D. CORRECTIVE PROCEDURES.
(1) Violations To Be Corrected:
When the floodplain administrator fmds violations of applicable State and local laws, it shall be his or her duty to notify
the owner or occupant of the building of the violation. The owner or occupant shall immediately remedy each ofthe
violations of law cited in such notification.
(2) Actions in Event of Failure to Take Corrective Action:
If the owner of a building or property shall fail to take prompt corrective action, the floodplain administrator shall give
the owner written notice, by certified or registered mail to the owner's last known address or by personal service,
stating:
(a) that the building or property is in violation of the Flood Damage Prevention Ordinance;
(b) that a hearing will be held before the floodplain administrator at a designated place and time, not later than
twenty one (21) days after the date of the notice, at which time the owner shall be entitled to be heard in
person or by counsel and to present arguments and evidence pertaining to the matter; and,
(c) that following the hearing, the floodplain administrator may issue an order to alter, vacate, or demolish the
building; or to remove fill as appears appropriate.
(3) Order to Take Corrective Action:
If, upon a hearing held pursuant to the notice prescribed above, the floodplain administrator shall fmd that the building
or development is in violation of the Flood Damage Prevention Ordinance, they shall issue an order in writing to the
owner, requiring the owner to remedy the violation within a specified time period, not less than thirty (30) calendar
days, nor more than One Hundred Eighty (180) calendar days. Where the floodplain administrator fmds that there is
imminent danger to life or other property, they may order that corrective action be taken in such lesser period as may be
feasible.
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(4) Appeal:
Any owner who has received an order to take corrective action may appeal the order to the board of adjustment by
giving notice of appeal in writing to the administrator within fourteen (14) days following the written notice. In the
absence of an appeal, the order of the floodplain administrator shall be final. The board of adjustment shall hear an
appeal within a reasonable time and may affum, modify and affirm, or revoke the order.
Any person aggrieved by the decision of the board of adjustment may appeal such decision to the superior court within
thirty (30) days of the signing of the order of the board. Such appeal shall be in the nature of certiorari.
(5) Failure to Comply with Order:
If the owner of a building or property fails to comply with an order to take corrective action for which no appeal has
been made or fails to comply with an order of the governing body following an appeal, the owner shall be guilty of a
misdemeanor and shall be subject to penalties as described in Article 3, Section H(a)-(g).
SECTION E.
VARIANCE PROCEDURES.
(l) The Board of Adjustment as established by the New Hanover County Board of Commissioners, hereinafter referred to
as the "appeal board," shall hear and decide requests for variances from the requirements of this ordinance. The board
shall provide appropriate forms and information to person applying for a variance to enable them to furnish all
necessary information to the board. The variance request shall be written and shall include information as to all of the
factors set forth in subsection (b) and any other pertinent information.
(2) Any person aggrieved by the decision of the appeal board may appeal such decision to the Court, as provided in
Chapter 7A of the North Carolina General Statutes.
(3) Variances may be issued for:
(a) the repair or rehabilitation of historic structures upon the determination that the proposed repair or rehabilitation
will not preclude the structure's continued designation as a historic structure and that the variance is the minimum
necessary to preserve the historic character and design of the structure.
(b) functionally dependant facilities if determined to meet the defmition as stated in Article 2 of this ordinance,
provided provisions of Article 4, Section E(9)(b), ( c), and ( e) have been satisfied, and such facilities are protected
by methods that minimize flood damages.
(c) any other type of development, provided it meets the requirements stated in this section.
(4) In passing upon variances, the appeal board shall consider all technical evaluations, all relevant factors, all standards
specified in other sections of this ordinance, and:
(a) the danger that materials may be swept onto other lands to the injury of others;
(b) the danger to life and property due to flooding or erosion damage;
(c) the susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the
individual owner;
(d) the importance of the services provided by the proposed facility to the community;
(e) the necessity to the facility of a waterfront location as defmed under Article 2 of this ordinance as a functionally
dependant facility, where applicable;
(f) the availability of alternative locations, not subject to flooding or erosion damage, for the proposed use;
(g) the compatibility of the proposed use with existing and anticipated development;
(h) the relationship of the proposed use to the comprehensive plan and floodplain management program for that area;
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(i) the safety of access to the property in times of flood for ordinary and emergency vehicles;
G) the expected heights, velocity, duration, rate of rise, and sediment transport ofthe floodwaters and the effects of
wave action, if applicable, expected at the site; and
(k) the costs of providing governmental services during and after flood conditions including maintenance and repair of
public utilities and facilities such as sewer, gas, electrical and water systems, and streets and bridges.
(5) A written report addressing each of the above factors shall be submitted with the application for a variance.
(6) Upon consideration of the factors listed above and the purposes of this ordinance, the appeal board may attach such
conditions to the granting of variances as it deems necessary to further the purposes of this ordinance.
(7) Any applicant to whom a variance is granted shall be given written notice specifying the difference between the Base
Flood Elevation (BFE) and the elevation to which the structure is to be built and that such construction below the Base
Flood Elevation increases risks to life and property, and that the issuance of a variance to construct a structure below
the Base Flood Elevation will result in increased premium rates for flood insurance up to $25 per $100 of insurance
coverage. Such notification shall be maintained with a record of all variance actions, including justification for their
Issuance.
(8) The floodplain administrator shall maintain the records of all appeal actions and report any variances to the Federal
Emergency Management Agency and the State of North Carolina upon request.
(9) Conditions for Variances:
(a) Variances shall not be issued when the variance will make the structure in violation of other Federal, State, or local
laws, regulations, or ordinances.
(b) Variances shall not be issued within any designated floodway or non-encroachment area if the variance would
result in any increase in flood levels during the base flood discharge.
(c) Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the
flood hazard, to afford relief.
(d) Variances shall only be issued prior to development permit approval.
(e) Variances shall only be issued upon:
i) a showing of good and sufficient cause;
ii) a determination that failure to grant the variance would result in exceptional hardship; and
iii) a determination that the granting of a variance will not result in increased flood heights, additional
threats to public safety, or extraordinary public expense, create nuisance, cause fraud on or victimization of
the public, or conflict with existing local laws or ordinances.
(10) A variance may be issued for solid waste disposal facilities, hazardous waste management facilities, salvage yards, and
chemical storage facilities that are located in Special Flood Hazard Areas or Future Conditions Flood Hazard Areas
provided that all of the following conditions are met.
(a) The use serves a critical need in the community.
(b) No feasible location exists for the use outside the Special Flood Hazard Area or Future Conditions Flood Hazard
Area.
(c) The reference level of any structure is elevated or floodproofed to at least the regulatory flood protection elevation.
(d) The use complies with all other applicable Federal, State and local laws.
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(e) New Hanover County has notified the Secretary of the North Carolina Department of Crime Control and Public
Safety of its intention to grant a variance at least thirty (30) calendar days prior to granting the variance.
ARTICLE 5. PROVISIONS FOR FLOOD HAZARD REDUCTION.
SECTION A. GENERAL STANDARDS.
In all Special Flood Hazard Areas the following provisions are required:
(1) All new construction and substantial improvements shall be designed (or modified) and adequately anchored to prevent
flotation, collapse, and lateral movement of the structure.
(2) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant
to flood damage.
(3) All new construction and substantial improvements shall be constructed by methods and practices that minimize flood
damages.
(4) Electrical, heating, ventilation, plumbing, air conditioning equipment, and other service facilities shall be designed
and/or located at least two (2) feet above base flood elevation so as to prevent water from entering or accumulating
within the components during conditions of flooding. These include, but are not limited to, HV AC equipment, water
softener units, bathlkitchen fixtures, ductwork, electric/gas meter panelslboxes, utility/cable boxes, appliances
(washers, dryers, refrigerators, freezers, etc.), hot water heaters, and electric outlets/switches.
(5) All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters
into the system.
(6) 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 flood waters.
(7) On-site waste disposal systems shall be located and constructed to avoid impairment to them or contamination from
them during flooding.
(8) Any alteration, repair, reconstruction, or improvements to a structure, which is in compliance with the provisions of
this ordinance, shall meet the requirements of "new construction" as contained in this ordinance.
(9) Nothing in this ordinance shall prevent the repair, reconstruction, or replacement of a building or structure existing on
the effective date of this ordinance and located totally or partially within the floodway, non-encroachment area, or
stream setback, provided there is no additional encroachment below the regulatory flood protection elevation in the
floodway, non-encroachment area, or stream setback, and provided that such repair, reconstruction, or replacement
meets all of the other requirements of this ordinance.
(10) New solid waste disposal facilities and sites, hazardous waste management facilities, salvage yards, and chemical
storage facilities shall not be permitted, except by variance as specified in Article 4, Section E(1 0). A structure or tank
for chemical or fuel storage incidental to an allowed use or to the operation of a water treatment plant or wastewater
treatment facility may be located in a Special Flood Hazard Area or Future Conditions Flood Hazard Area only if the
structure or tank is either elevated or floodproofed to at least the regulatory flood protection elevation and certified
according to Article 4, Section B(3) of this ordinance.
(11) All subdivision proposals and other development proposals shall be consistent with the need to minimize flood
damage.
(12) All subdivision proposals and other development proposals shall have public utilities and facilities such as sewer, gas,
electrical, and water systems located and constructed to minimize flood damage.
(13) All subdivision proposals and other development proposals shall have adequate drainage provided to reduce exposure
to flood hazards.
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(14) All subdivision proposals and other development proposals shall have received all necessary permits from those
governmental agencies for which approval is required by Federal or State law, including Section 404 of the Federal
Water Pollution Control Act Amendments of 1972,33 U.S.c. 1334.
(15) All Subdivision proposals shall be in compliance with the Subdivision Regulations of New Hanover County.
SECTION B. SPECIFIC STANDARDS.
In all Special Flood Hazard Areas where Base Flood Elevation (BFE) data has been provided, and in Future Conditions Flood
Hazard Areas where Future Conditions Flood Elevations data has been provided, as set forth in Article 3, Section B, or
Article 4, Section C(13) & (14), the following provisions, in addition to Article 5, Section A, are required:
(1) Residential Construction. New construction and substantial improvement of any residential structure (including
manufactured homes) shall have the reference level, including basement, elevated no lower than the regulatory flood
protection elevation, as defined in Article 2 of this ordinance. Should solid foundation perimeter walls be used to
elevate, structural openings sufficient to facilitate automatic equalization of flood hydrostatic forces on exterior walls
shall be provided.
(2) Non-Residential Construction. New construction and substantial improvement of any commercial, industrial, or other
non-residential structure shall have the reference level, including basement, elevated no lower than the regulatory flood
protection elevation, as defmed in Article 2 of this ordinance. Structures located in A, AE and X (Future) Zones may
be floodproofed to the regulatory flood protection elevation in lieu of elevation provided that all areas of the structure,
together with attendant utility and sanitary facilities, below the regulatory flood protection elevation are watertight with
walls substantially impermeable to the passage of water, using structural components having the capability of resisting
hydrostatic and hydrodynamic loads and the effect of buoyancy. For AO Zones, the floodproofmg elevation shall be in
accordance with Article 5, Section H(3). A registered professional engineer or architect shall certify that the standards
of this subsection are satisfied. Such certification shall be provided to the Floodplain Administrator as set forth in
Article 4, Section B(3), along with the operational and maintenance plans.
(3) Manufactured Homes.
(a) New or replacement manufactured homes shall be elevated so that the reference level of the manufactured home is
no lower than the regulatory flood protection elevation, as defmed in Article 2 of this ordinance.
(b) Manufactured homes shall be securely anchored to an adequately anchored foundation to resist flotation, collapse,
and lateral movement, either by engineer certification, or in accordance with the most current edition of the State of
North Carolina Regulations for Manufactured Homes, adopted by the Commissioner ofInsurance pursuant to NCGS
143-143.15 or a certified engineered foundation. Additionally, when the elevation would be met by an elevation of
the chassis thirty-six (36) inches or less above the grade at the site, the chassis shall be supported by reinforced piers
or engineered foundation. When the elevation of the chassis is above thirty-six (36) inches in height, an engineering
certification is required.
(c) All enclosures or skirting below the lowest floor shall meet the requirements of Article 5, Section B(4)(a), (b), and
(c).
(d) An evacuation plan must be developed for evacuation of all residents of all new, substantially improved or
substantially damaged manufactured home parks or subdivisions located within flood prone areas. This plan shall be
filed with and approved by the floodplain administrator and the local Emergency Management coordinator.
(4) Elevated Buildings. Fully enclosed areas of new construction and substantially improved structures, which are below
the lowest floor:
(a) shall not be designed or used for human habitation, but shall only be used for parking of vehicles, building access, or
limited storage of maintenance equipment used in connection with the premises. Access to the enclosed area shall
be the minimum necessary to allow for parking of vehicles (garage door) or limited storage of maintenance
equipment (standard exterior door), or entry to the living area (stairway or elevator). The interior portion of such
enclosed area shall not be fmished or partitioned into separate rooms, except to enclose storage areas;
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(b) shall be constructed entirely of flood resistant materials, up to the regulatory flood protection elevation;
(c) shall include, in Zones A, AO, AE, and X (Future), flood openings to automatically equalize hydrostatic flood forces
on walls by allowing for the entry and exit of floodwaters. To meet this requirement, the openings must either be
certified by a professional engineer or architect or meet or exceed the following minimum design criteria;
i) A minimum of two flood openings on different sides of each enclosed area subject to flooding;
ii) The total net area of all flood openings must be at least one (1) square inch for each square foot of enclosed
area subject to flooding;
iii) If a building has more than one enclosed area, each enclosed area must have flood openings to allow
floodwaters to automatically enter and exit;
iv) The bottom of all required flood openings shall be no higher than one (1) foot above the adjacent grade;
v) Flood openings may be equipped with screens, louvers, or other coverings or devices, provided they permit
the automatic flow of floodwaters in both directions; and
vi) Enclosures made of flexible skirting are not considered enclosures for regulatory purposes, and, therefore,
do not require flood openings. Masonry or wood underpinning, regardless of structural status, is considered
an enclosure and requires flood openings as outlined above.
(d) shall allow, in Coastal High Hazard Areas (Zones VE and VI-30), breakaway walls, open wood latticework or
insect screening, provided it is not part of the structural support of the building and is designed so as to breakaway,
under abnormally high tides or wave action, without causing damage to the structural integrity of the building,
provided the following design specifications are met:
i) Material shall consist of open wood latticework or insect screening; or
ii) Breakaway walls shall meet the following design specifications:
1) Design safe loading resistance of each wall shall be not less than 10 nor more than 20 pounds per square
foot; or
2) Breakaway walls that exceed a design safe loading resistance of20 pounds per square foot (either by
design or when so required by State or local codes) shall be certified by a registered professional engineer
or architect that the breakaway wall will collapse from a water load less than that which would occur
during the base flood event, and the elevated portion of the building and supporting foundation system
shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and
water loads acting simultaneously on all building components (structural and non-structural). The water
loading values used shall be those associated with the base flood. The wind loading values used shall be
those required by the North Carolina State Building Code.
(5) Additions/Improvements.
(a) Additions and/or improvements to pre-FIRM structures when the addition and/or improvements in combination
with any interior modifications to the existing structure are:
i) not a substantial improvement, the addition and/or improvements must be designed to minimize flood
damages and must not be any more non-conforming than the existing structure.
ii) a substantial improvement, both the existing structure and the addition and/or improvements must comply
with the standards for new construction.
(b) Additions to post-FIRM structures with no modifications to the existing structure other than a standard door in the
common wall shall require only the addition to comply with the standards for new construction.
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(c) Additions and/or improvements to post-FIRM structures when the addition and/or improvements in combination
with any interior modifications to the existing structure are:
i) not a substantial improvement, the addition and/or improvements only must comply with the standards for
new construction.
ii) a substantial improvement, both the existing structure and the addition and/or improvements must comply
with the standards for new construction.
(d) Where an independent perimeter load-bearing wall is provided between the addition and the existing building, the
addition(s) shall be considered a separate building and only the addition must comply with the standards for new
construction.
(6) Recreational Vehicles.
Recreational vehicles shall either:
(a) be on site for fewer than 180 consecutive days and 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, is attached to the site only by quick
disconnect type utilities, and has no permanently attached additions); or
(b) meet all the requirements for new construction.
(7) Temporary Non-Residential Structures.
Prior to the issuance of a floodplain development permit for a temporary structure, the applicant must submit to the
floodplain administrator a plan for the removal of such structure(s) in the event of a hurricane, flash flood or other type of
flood warning notification. The following information shall be submitted in writing to the floodplain administrator for
review and written approval;
(a) a specified time period for which the temporary use will be permitted. Time specified should not exceed three (3)
months, renewable up to one (1) year;
(b) the name, address, and phone number of the individual responsible for the removal of the temporary structure;
(c) the time frame prior to the event at which a structure will be removed (i.e., minimum of seventy-two (72) hours
before landfall of a hurricane or immediately upon flood warning notification);
(d) a copy of the contract or other suitable instrument with the entity responsible for physical removal ofthe
structure; and
(e) designation, accompanied by documentation, of a location outside the Special Flood Hazard Area or Future
Conditions Flood Hazard Area, to which the temporary structure will be moved.
(8) Accessory Structures.
When accessory structures (sheds, detached garages, etc.) are to be placed within a Special Flood Hazard Area or
Future Conditions Flood Hazard Area, the following criteria shall be met:
(a) Accessory structures shall not be used for human habitation (including working, sleeping, living, cooking or
restroom areas);
(b) Accessory structures shall not be temperature-controlled;
(c) Accessory structures shall be designed to have low flood damage potential;
(d) Accessory structures shall be constructed and placed on the building site so as to offer the minimum resistance to
the flow of floodwaters;
(e) Accessory structures shall be firmly anchored in accordance with Article 5, Section A(l);
(f) All service facilities such as electrical shall be installed in accordance with Article 5, Section A(4); and
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(g) Flood openings to facilitate automatic equalization of hydrostatic flood forces shall be provided below regulatory
flood protection elevation in conformance with Article 5, Section B(4)(c).
(h) An accessory structure with a footprint less than 150 square feet that satisfies the criteria outlined above does not
require an elevation or floodproofmg certificate. Elevation or floodproofmg certifications are required for all
other accessory structures in accordance with Article 4, Section B(3).
SECTION C. RESERVED.
SECTION D. STANDARDS FOR FLOODPLAINS WITHOUT ESTABLISHED BASE FLOOD ELEVATIONS.
Within the Special Flood Hazard Areas designated as Approximate Zone A and established in Article 3, Section B, where no
Base Flood Elevation (BFE) data is available, the following provisions, in addition to Article 5, Section A, shall apply:
(1) No encroachments, including fill, new construction, substantial improvements or new development shall be permitted
within a distance of twenty (20) feet each side from top of bank or five times the width of the stream, whichever is
greater, unless certification with supporting technical data by a registered professional engineer is provided
demonstrating that such encroachments shall not result in any increase in flood levels during the occurrence of the base
flood discharge.
(2) The BFE used in determining the regulatory flood protection elevation shall be determined based on one of the
following criteria set in priority order:
(a) If Base Flood Elevation (BFE) data is available from other sources, all new construction and substantial
improvements within such areas shall also comply with all applicable provisions of this ordinance and shall be
elevated or floodproofed in accordance with standards in Article 4, Section C(13) & (14).
(b) All subdivision, manufactured home park and other development proposals shall provide Base Flood Elevation
(BFE) data if development is greater than five (5) acres or has more than fifty (50) lots/manufactured home sites.
Such Base Flood Elevation (BFE) data shall be adopted by reference per Article 3, Section B to be utilized in
implementing this ordinance.
(c) When Base Flood Elevation (BFE) data is not available from a Federal, State, or other source as outlined above,
the reference level shall be elevated to or above the regulatory flood protection elevation, as defmed in Article 2.
SECTION E. STANDARDS FOR RIVERINE FLOODPLAINS WITH BFE BUT WITHOUT ESTABLISHED
FLOODWAYS OR NON-ENCROACHMENT AREAS.
Along rivers and streams where BFE data is provided but neither floodway nor non-encroachment areas are identified for a
Special Flood Hazard Area on the FIRM or in the FIS report, the following requirements shall apply to all development
within such areas:
(1) Standards outlined in Article 5, Sections A and B; and
(2) Until a regulatory floodway or non-encroachment area is designated, no encroachments, including fill, new
construction, substantial improvements, or other development, shall be permitted unless certification with supporting
technical data by a registered professional engineer is provided demonstrating that the cumulative effect of the
proposed development, when combined with all other existing and anticipated development, will not increase the water
surface elevation of the base flood more than one foot at any point within the community.
SECTION F.
FLOODWAYS AND NON-ENCROACHMENT AREAS.
Areas designated as floodways or non-encroachment areas are located within the Special Flood Hazard Areas established in
Article 3, Section B. The floodways and non-encroachment areas are extremely hazardous areas due to the velocity of
floodwaters that have erosion potential and carry debris and potential projectiles. The following provisions, in addition to
standards outlined in Article 5, Sections A and B, shall apply to all development within such areas:
(1) No encroachments, including fill, new construction, substantial improvements and other developments shall be
permitted unless:
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(a) the proposed encroachment would not result in any increase in the flood levels during the occurrence of the base
flood, based on hydrologic and hydraulic analyses performed in accordance with standard engineering practice
and presented to the floodplain administrator prior to issuance of floodplain development permit, or
(b) a Conditional Letter of Map Revision (CLOMR) has been approved by FEMA. A Letter of Map Revision
(LOMR) must also be obtained upon completion of the proposed encroachment.
(2) If Article 5, Section F(l) is satisfied, all development shall comply with all applicable flood hazard reduction
provisions of this ordinance.
(3) No manufactured homes shall be permitted, except replacement manufactured homes in an existing manufactured
home park or subdivision, provided the following provisions are met
(a) the anchoring and the elevation standards of Article 5, Section B(3); and
(b) the no encroachment standard of Article 5, Section F(1).
SECTION G. COASTAL HIGH HAZARD AREAS (ZONES VE).
Coastal High Hazard Areas are Special Flood Hazard Areas established in Article 3, Section B, and designated as Zones VE.
These areas have special flood hazards associated with high velocity waters from storm surges or seismic activity and,
therefore, in addition to meeting all requirements of this ordinance with the exception of floodway and non-encroachment
area provisions (Article 5, Section F), the following provisions shall apply:
(l) All development shall:
(a) be located landward of the reach of mean high tide;
(b) be located landward of the first line of stable natural vegetation; and
(c) comply with all applicable CAMA setback requirements.
(2) All new construction and substantial improvements shall be elevated so that the bottom of the lowest horizontal
structural member of the lowest floor (excluding pilings or columns) is no lower than the regulatory flood protection
elevation. Floodproofmg shall not be utilized on any structures in Coastal High Hazard Areas to satisfy the regulatory
flood protection elevation requirements.
(3) All new construction and substantial improvements shall have the space below the lowest floor free of obstruction so as
not to impede the flow of flood waters, with the following exceptions:
(a) Open wood latticework or insect screening may be permitted below the regulatory flood protection elevation for
aesthetic purposes only and must be designed to wash away in the event of abnormal wave action and in
accordance with Article 5, Section B(4)(d)(i). Design plans shall be submitted in accordance with Article 4,
Section B(l)( d)(iii)(2); or
(b) Breakaway walls may be permitted provided they meet the criteria set forth in Article 5, Section B(4)(b). Design
plans shall be submitted in accordance with Article 4, Section B(1)( d)(iii)(1).
(4) All new construction and substantial improvements shall be securely anchored to pile or column foundations. All
pilings and columns and the structures attached thereto shall be anchored to resist flotation, collapse, and lateral
movement due to the effect of wind and water loads acting simultaneously on all building components.
(a) Water loading values used shall be those associated with the regulatory flood protection elevation.
(b) Wind loading values used shall be those required by the current edition of the North Carolina State Building
Code.
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(5) A registered professional engineer or architect shall certify that the design, specifications and plans for construction are
in compliance with the provisions contained in Article 4, Section B, Article 5, Section G(3)(a) & (b), Article 5, Section
G(4) and Article 5, Section G(6) of this ordinance on the current version of the North Carolina "National Flood
Insurance Program V -Zone Certification" form.
(6) Fill shall not be used for structural support. Limited non-compacted and non-stabilized fill may be used around the
perimeter of a building for landscaping/aesthetic purposes provided it is demonstrated through coastal engineering
analysis that the proposed fill would not result in any increase in the Base Flood Elevation and not cause any adverse
impacts by wave ramping and deflection to the subject structure or adjacent properties.:
(7) There shall be no alteration of sand dunes or sand dune vegetation which would increase potential flood damage.
(8) No manufactured homes shall be permitted except in an existing manufactured home park or subdivision. A
replacement manufactured home may be placed on a lot in an existing manufactured home park or subdivision
provided the anchoring and elevation standards of this Section have been satisfied.
(9) Recreational vehicles may be permitted in Coastal High Hazard Areas provided that they meet the Recreational
Vehicle criteria of Article 5, Section B(6)(a) and the Temporary Structure provisions of Article 5, Section B(7).
SECTION H. STANDARDS FOR AREAS OF SHALLOW FLOODING (ZONE AO).
Located within the Special Flood Hazard Areas established in Article 3, Section B, are areas designated as shallow flooding
areas. These areas have special flood hazards associated with base flood depths of one (1) to three (3) feet where a clearly
defmed channel does not exist and where the path of flooding is unpredictable and indeterminate. In addition to Article 5,
Section A, all new construction and substantial improvements shall meet the following requirements:
(1) All new construction and substantial improvement of residential structures have the lowest floor, including basement,
elevated above the crown of the nearest street or the highest adjacent grade, whichever is higher, to or above the depth
number specified on the County's FIRM, plus a freeboard of two feet, above the highest adjacent grade. Ifno depth
number is specified, the lowest floor, including basement, shall be elevated at least two (2) feet above the crown of the
nearest street or the highest adjacent grade, whichever is higher.
(2) Non-residential structures may, in lieu of elevation, be floodproofed to the same level as required in Article 5, Section
H(1) so that the structure, together with attendant utility and sanitary facilities, below that level shall be watertight with
walls substantially impermeable to the passage of water and with structural components having the capability of
resisting hydrostatic and hydrodynamic loads and effects of buoyancy. Certification is required as per Article 4,
Section B(3) and Article 5, Section B(2).
(3) Adequate drainage paths shall be provided around structures on slopes, to guide floodwaters around and away from
proposed structures.
ARTICLE 6.
LEGAL STATUS PROVISIONS.
SECTION A. EFFECT ON RIGHTS AND LIABILITIES UNDER THE EXISTING FLOOD DAMAGE
PREVENTION ORDINANCE.
This ordinance in part comes forward by re-enactment of some of the provisions of the flood damage prevention ordinance
April 3, 1978 as amended, and it is not the intention to repeal but rather to re-enact and continue to enforce without
interruption of such existing provisions, so that all rights and liabilities that have accrued thereunder are reserved and may be
enforced. The enactment of this ordinance shall not affect any action, suit or proceeding instituted or pending. All
provisions of the flood damage prevention ordinance of New Hanover County enacted on April 3, 1978, as amended, which
are not reenacted herein are repealed.
SECTION B. EFFECT UPON OUTSTANDING FLOODPLAIN DEVELOPMENT PERMITS.
Nothing herein contained shall require any change in the plans, construction, size, or designated use of any development or
any part thereof for which a floodplain development permit has been granted by the floodplain administrator or his or her
June 5, 2006
24
authorized agents before the time of passage of this ordinance; provided, however, that when construction is not begun under
such outstanding permit within a period of six (6) months subsequent to the date of issuance of the outstanding permit,
construction or use shall be in conformity with the provisions of this ordinance.
SECTION C. EFFECTIVE DATE.
This ordinance shall become effective o~, 2006.
SECTION D. ADOPTION CERTIFICATION.
I hereby certify that this is a true and correct copy of the flood damage prevention ordinance as ad~~ed by the
~lI. ... ~ ~tt\:\~~..~gOVeming body) of ~L'~ ,*,-"fJ\. (\....~ommunity), North Carolina, on the ~ day
of _ "'...._ , 200 .
WIT ESS my hand and the official seal of~Q.h~\\p.M\'lo...~......~ this the ~ day of -::s \'-....~ ,200k.
~
(signature)
April 27, 2006
25