CHAPTER 8
FLOOD PREVENTION AND PROTECTION*
*Cross reference(s)--Drainage
commission, § 2-111 et seq.; drainage districts
created, § 2-114; site drainage requirements for
manufactured or mobile home parks, § 11-148; storm
drainage system requirements in subdivisions, §
17-170.
Art. I In General, §§ 8-1--8-40
Sec. 8-1. Definitions.
Sec. 8-2. Statutory authorization.
Sec. 8-3. Finding of fact.
Sec. 8-4. Statement of purpose.
Sec. 8-5. Application of chapter.
Sec. 8-6. Compliance.
Sec. 8-7. Penalties for noncompliance.
Sec. 8-8. Abrogation and greater
restrictions.
Sec. 8-9. Interpretation.
Sec. 8-10. Warning, disclaimer of liability.
Sec. 8-11. Methods of reducing flood losses.
Sec. 8-12. Basis for establishing the areas
of special flood hazard.
Sec. 8-13. Depth criterion.
Secs. 8-14--8-40. Reserved.
Art. II Administration, §§ 8-41--8-70
Sec. 8-41. Floodplain
administrator--Designation.
Sec. 8-42. Same--Duties and responsibilities.
Sec. 8-43. Establishment of development
permit system.
Sec. 8-44. Permit procedures.
Sec. 8-45. Variance procedures.
Secs. 8-46--8-70. Reserved.
Art. III Flood Hazard Reduction, §§ 8-71--8-75
Sec. 8-71. General standards.
Sec. 8-72. Specific standards.
Sec. 8-73. Subdivision proposals.
Sec. 8-74. Areas of shallow flooding (AO/AH
Zones).
Sec. 8-75. Floodways.
ARTICLE I.
IN GENERAL
Sec.
8-1. Definitions.
Unless specifically defined herein, words or phrases
used in this chapter shall be interpreted to give
them the meaning they have in common usage and to
give this chapter its most reasonable application.
The following words, terms and phrases, when used in
this chapter, shall have the meanings ascribed to
them in this section, except where the context
clearly indicates a different meaning:
(1) Administrator shall
mean the official appointed by the City Council to
carry out duties and responsibilities contained
herein.
(2) Appeal shall mean a
request for a review of the administrator's
interpretation of any provisions of this chapter or
a request for a variance.
(3) Area of shallow flooding
shall mean a designated AO, AH, or VO Zone on a
community's flood insurance rate map (FIRM) with a
one (1) percent or greater chance of flooding to an
average depth of one (1) to three (3) feet where a
clearly defined channel does not exist, where the
path of flooding is unpredictable and where velocity
flow may be evident. Such flooding is characterized
by ponding or sheet flow.
(4) Area of special flood hazard
shall mean the land in the floodplain within a
community subject to a one (1) percent or greater
chance of flooding in any given year. The area may
be designated as Zone A on the FHBM. After detailed
ratemaking has been completed in preparation for
publication of the FIRM, Zone A usually is refined
into Zones A, AO, AH, A1-99, VO or V1-30.
(5) Base flood shall
mean the flood having a one (1) percent chance of
being equaled or exceeded in any given year.
(6) Critical feature
shall mean an integral and readily identifiable part
of a flood protection system, without which the
flood protection provided by the entire system would
be compromised.
(7) Development shall
mean any manmade 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.
(8) Elevated building
shall mean a nonbasement building built, in the case
of a building in Zones A1-30, AE, A, A99, AO, AH, B,
C, X, and D, to have the top of the elevated floor,
or in the case of a building in Zones V1-30, VE, or
V, to have the bottom of the lowest horizontal
structure member of the elevated floor elevated
above the ground level by means of pilings, columns
(posts and piers), or shear walls parallel to the
floor of the water, and adequately anchored so as
not to impair the structural integrity of the
building during a flood of up to the magnitude of
the base flood. In the case of Zones A1-30, AE, A,
A99, AO, AH, B, C, X, and D, "elevated building"
also includes a building elevated by means of fill
or solid foundation perimeter walls with openings
sufficient to facilitate the unimpeded movement of
floodwaters. In the case of Zones V1-30, VE, or V,
"elevated building" also includes a building
otherwise meeting the definition of "elevated
building," even though the lower area is enclosed by
means of breakaway walls if the breakaway walls meet
the standards of section 60.3(e)(5) of the national
flood insurance program regulations.
(9) Existing construction
shall mean, for the purposes of determining rates,
structures for which the "start of construction"
commenced before the effective date of the FIRM or
before January 1, 1975, for FIRMs effective before
that date. "Existing construction" may also be
referred to as "existing structures."
(10) Flood or flooding
shall mean a general and temporary condition of
partial or complete inundation of normally dry land
areas from:
(a) The overflow of inland or tidal
waters.
(b) The unusual and rapid accumulation
or runoff of surface waters from any source.
(11) Flood hazard boundary map
(FHBM) shall mean an official map of a community,
issued by the federal insurance administration,
where the areas within the boundaries of special
flood hazards have been designated as Zone A.
(12) Flood insurance rate map
(FIRM) shall mean an official map of a community, on
which the federal insurance administration has
delineated both the areas of special flood hazards
and the risk premium zones applicable to the
community.
(13) Flood insurance study
shall mean the official report provided by the
federal insurance administration. The report
contains flood profiles, the water surface elevation
of the base flood, as well as the flood hazard
boundary-floodway map
(14) Floodplain or
flood-prone area shall mean any land area
susceptible to being inundated by water from any
source (see definition of flooding).
(15) Flood protection system
shall mean those physical structural works for which
funds have been authorized, appropriated, and
expended and which have been constructed
specifically to modify flooding in order to reduce
the extent of the areas within a community subject
to a "special flood hazard" and the extent of the
depths of associated flooding. Such a system
typically includes hurricane tidal barriers, dams,
reservoirs, levees or dikes. These specialized flood
modifying works are those constructed in conformance
with sound engineering standards.
(16) Floodway shall mean a
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.
(17) Functionally dependent use
shall mean a use which cannot perform its intended
purpose unless it is located or carried out in close
proximity to water. The term includes only docking
facilities, port facilities that are necessary for
the loading and unloading of cargo or passengers,
and ship building and ship repair facilities, but
does not include long-term storage or related
manufacturing facilities.
(18) Habitable floor shall
mean any floor usable for living purposes, which
includes working, sleeping, eating, cooking or
recreation, or a combination thereof. A floor used
for storage purposes only is not a "habitable
floor".
(19) Highest adjacent grade
shall mean the highest natural elevation of the
ground surface prior to construction next to the
proposed walls of a structure.
(20) Levee shall mean a
manmade structure, usually an earthen embankment,
designed and constructed in accordance with sound
engineering practices to contain, control, or divert
the flow of water so as to provide protection from
temporary flooding.
(21) Levee system shall
mean a flood protection system which consists of a
levee, or levees, and associated structures, such as
closure and drainage devices, which are constructed
and operated in accordance with sound engineering
practices.
(22) Lowest floor shall
mean the lowest floor of the lowest enclosed area
(including basement). An unfinished or flood
resistant enclosure, usable solely for parking of
vehicles, building access or storage in an area
other than a basement area is not considered a
building's lowest floor, provided that such
enclosure is not built so as to render the structure
in violation of the applicable nonelevation design
requirement of section 60.3 of the national flood
insurance program regulations.
(23) Manufactured home
shall mean a structure transportable in one (1) or
more sections, which is built on a permanent chassis
and is designed for use with or without a permanent
foundation when connected to the required utilities.
For floodplain management purposes the term
"manufactured home" also includes park trailers,
travel trailers, and other similar vehicles placed
on a site for greater than one hundred eighty (180)
consecutive days. For insurance purposes, the term
"manufactured home" does not include park trailers,
travel trailers, and other similar vehicles.
(24) Mean sea level shall
mean the average height of the sea for all stages of
the tide.
(25) Mean higher high tide
shall mean the average high tide reached over a
period of a lunar cycle, roughly a period of
nineteen (19) years.
(26) Start of construction
(for other than new construction or substantial
improvements under the Coastal Barrier Resources Act
(Pub. L. 97-348)), shall mean and include
substantial improvement and means the date the
building permit was issued, provided the actual
start of construction, repair, reconstruction,
placement or other improvement was within one
hundred eighty (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,
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 excavation for 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.
(27)
Structure shall mean a walled and
roofed building, including a gas or liquid storage
tank, that is principally above ground, as well as a
manufactured home.
(28) Substantial improvement
shall mean any repair, reconstruction, or
improvement of a structure, the cost of which equals
or exceeds fifty (50) percent of the market value of
the 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 first 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 term
does not, however, include either any project for
improvement of a structure to comply with existing
state or local health, sanitary, or safety code
specifications which are solely necessary to assure
safe living conditions, or any alteration of a
structure listed on the national register of
historic places or a state inventory of historic
places.
(29) Variance shall mean a
grant of relief to a person from the requirements of
this chapter when specific enforcement would result
in unnecessary hardship. A variance, therefore,
permits construction or development in a manner
otherwise prohibited by this chapter.
(30) Violation shall mean
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 section 60.3(b)(5), (c)(4), (c)(10),
(d)(3), (e)(2), (e)(4), or (e)(5) of the national
flood insurance programs is presumed to be in
violation until such time as that documentation is
provided.
(31) Water surface elevation
shall mean the height, in relation to the national
geodetic vertical datum (NGVD) of 1929 (or other
datum, where specified), of floods of various
magnitudes and frequencies in the floodplains of
coastal or riverine areas.
(Ord. No. 365, § I(5-22),
2-9-87)
Cross reference(s)--Definitions
and rules of construction generally, § 1-2.
Sec.
8-2. Statutory authorization.
The
state legislature has in V.T.C.A., Water Code §
16.315 delegated the responsibility to local
governmental units to adopt regulations designed to
minimize flood losses.
(Ord. No. 365, § I(5-22(a)),
2-9-87)
Sec.
8-3. Finding of fact.
(a) The flood hazard areas of the City
are subject to periodic inundation which results in
loss of life and property, health and safety
hazards, disruption of commerce and governmental
services, and extraordinary public expenditures for
flood protection and relief, all of which adversely
affect the public health, safety and general
welfare.
(b) These flood losses are created by
the cumulative effort of obstructions in floodplains
which cause an increase in flood heights and
velocities, and by the occupancy of flood hazard
areas by uses vulnerable to floods and hazardous to
other lands because they are inadequately elevated,
floodproofed, or otherwise protected from flood
damage.
(Ord. No. 365, § I(5-22(b)),
2-9-87)
Sec.
8-4. Statement of purpose.
It
is the purpose of this chapter to promote the public
health, safety and general welfare and to minimize
public and private losses due to flood conditions in
specific areas by provisions designed to:
(1) Protect human life and health.
(2) Minimize expenditure of public money
for costly flood control projects.
(3) Minimize the need for rescue and
relief efforts associated with flooding and
generally undertaken at the expense of the general
public.
(4) Minimize prolonged business
interruptions.
(5) Minimize damage to public
facilities and utilities such as water and gas
mains, electric, telephone and sewer lines, streets
and bridges located in floodplains.
(6) Help maintain a stable tax base by
providing for the sound use and development of
flood-prone areas in such a manner as to minimize
future flood blight areas.
(7) Insure the potential buyers are
notified that property is in a flood area.
(8) Provide floodplain management
standards to qualify incorporated areas of the City
for flood insurance coverage under the National
Flood Insurance Act of 1968, as amended.
(Ord. No. 365, § I(5-22(c)),
2-9-87)
No
structure or land in the City shall be located,
altered or have its use changed without first
submitting a development permit application form to
the administrator. A city-wide application system is
a necessary and reasonable action to insure that all
necessary permits for development within identified
flood hazard areas have been obtained. Additional
floodplain data may be generated which will improve
the accuracy of floodplain boundary identification.
Since the City will constantly be aware of map
changes and additional data, the final
responsibility for determining whether a property or
development is within an identified flood hazard
area must rest with the city. Special flood hazard
boundary-floodway maps and flood insurance rate maps
published by the federal emergency management agency
delineate only the major flood-prone areas within
the city. With a city-wide review procedure, the
administrator may be able to make recommendations
for construction standards which will minimize or
eliminate the possibility of damage from a localized
drainage problem.
(Ord. No. 365, § I(5-24(d)),
2-9-87)
Sec. 8-7. Penalties
for noncompliance.
No
structures or land shall be constructed, located,
extended, converted or altered without full
compliance with the terms of this chapter and other
applicable regulations. Violation of the provisions
of this chapter by failure to comply with any of its
requirements (including violations of conditions and
safeguards established in connection with
conditions) shall be unlawful. A person convicted of
a violation of this chapter shall pay all costs and
expenses involved in the case. Nothing herein
contained shall prevent the City from taking such
other lawful action as is necessary to prevent or
remedy any violation.
(Ord. No. 365, § I(5-27),
2-9-87)
Sec.
8-8. Abrogation and greater restrictions.
This
chapter is not intended to repeal, abrogate or
impair any existing easements, covenants or deed
restrictions. However, where this chapter and
another conflict or overlap, whichever imposes the
more stringent restrictions shall prevail.
(Ord. No. 365, § I(5-24(e)),
2-9-87)
Sec.
8-9. Interpretation.
In
the interpretation and application of this chapter,
all provisions shall be:
(1) Considered as minimum requirements.
(2) Liberally construed in favor of the
City Council.
(3) Deemed neither to limit nor repeal
any other powers granted under state statutes.
(Ord. No. 365, § I(5-24(f)),
2-9-87)
Sec.
8-10. Warning, disclaimer of liability.
The
degree of flood protection required by this chapter
is considered reasonable for regulatory purposes and
is based on scientific and engineering
considerations. On rare occasions greater floods can
and will occur and flood heights may be increased by manmade or natural causes. This chapter
does not imply that land outside the areas of
special flood hazards or uses permitted within such
areas will be free from flooding or flood damages.
This chapter shall not create liability on the part
of the City or any officer or employee thereof for
any flood damages that result from reliance on this
or any administrative decision lawfully made
hereunder.
(Ord. No. 365, § I(5-24(g)),
2-9-87)
Sec.
8-11. Methods of reducing flood losses.
In
order to accomplish its purpose, this chapter uses
the following methods:
(1) Restrict or prohibit uses that are
dangerous to health, safety or property in times of
flood, or cause excessive increases in flood heights
or velocities.
(2) Require that uses vulnerable to
floods, including facilities which 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
floodwaters.
(4) Control filling, grading, dredging
and other development which may increase flood
damage.
(5) Prevent or regulate the
construction of flood barriers which will
unnaturally divert flood- waters or which may
increase flood hazards to other lands.
(Ord. No. 365, § I(5-22(d)),
2-9-87)
Sec.
8-12. Basis for establishing the areas of
special flood hazard.
The
areas of special flood hazard identified by the
federal emergency management agency in a scientific
and engineering report entitled, "The Flood
Insurance Study for the City of West Columbia",
dated June 5, 1989, with
accompanying flood insurance rate maps and flood
boundary - floodway maps (FIRM and FBFM) and any
revisions thereto are hereby adopted by reference
and declared to be part of this chapter.
(Ord. No. 365, § I(5-24(b)),
2-9-87; Ord. No. 381, § I, 2-13-89)
Sec.
8-13. Depth criterion.
(a) Land within the depth criterion
portion of the identified one-hundred-year
floodplain which is below the base flood elevation,
but at an elevation which is at or above the base
flood elevation (bfe) minus the specified depth
criterion, as shown on the effective flood insurance
rate map in selected reaches of the floodplain(s),
are hereby designated as the floodway fringe. For
example, base flood elevation equals twenty (20)
feet NGVD and the depth criterion equals three (3)
feet, then the floodway fringe property would be
that which is at or above (20' - 3' = 17' NGVD).
These fringe areas may be developed or otherwise
filled above the base flood elevation without
performing an analysis of impact on flood levels.
However, levee systems or other continuous fills in
the floodway fringe exceeding five hundred (500)
feet in any dimension or forming a potential barrier
to the movement of waters during the occurrence of
the base flood are not permitted unless hydrologic
and hydraulic analyses, certified by a registered
professional engineer, demonstrate 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 (1) foot
at any point within the community.
(b) No development, including fill,
may be placed within designated floodways, natural
stream channels or other floodplain areas not
designated as floodway fringe unless a hydrologic
and hydraulic analysis, certified by a registered
professional engineer, demonstrates that no increase
in base flood elevations throughout the watershed
will occur. Since AO and AH Zones do not have
floodways this would not apply.
(c)
Prior to granting a permit for the
construction of a structure designed for purposes of
human occupancy, the floodplain administrator or
another responsible community official must conduct
an onsite visit and review where the depth of
flooding would equal or exceed 1.5 feet or where
access roads would be inundated by depths greater
than 1.5 feet. The purpose of the visit and review
is to assess the availability of suitable evacuation
routes and emergency services capability during the
occurrence of the discharge of the 100-year flood.
Where there would be danger to
health and/or safety with regard to evacuation and
emergency services, the development permit request
should be denied. (Ord. No. 378, § 1(5-24(a)),
8-29-88)
Secs.
8-14--8-40. Reserved.
TABLE OF CONTENTS
TOP OF PAGE
ARTICLE II.
ADMINISTRATION*
*Cross reference(s)--Administration,
ch. 2.
Sec.
8-41. Floodplain administrator--Designation.
The
office of the city floodplain administrator is
hereby created by the City Council to administer and
implement the provisions of this chapter and
implement the provisions of this chapter and other
appropriate sections of 44 CFR (National Flood
Insurance Program Regulations) pertaining to
floodplain management. The city manager is hereby
appointed the city floodplain administrator, and is
hereby directed to assume full responsibility for
this post in addition to any other normal duties as
may be required by virtue of his employment with the
city.
(Ord. No. 365, § I(5-25(a)),
2-9-87)
Cross reference(s)--Officers
and employees, § 2-226 et seq.; city manager, §
2-246 et seq.
Sec.
8-42. Same--Duties and responsibilities.
Duties and responsibilities of the city floodplain
administrator (hereinafter referred to as
administrator) shall include, but not be limited to,
the following:
(1) Maintain and hold open for public
inspection all records pertaining to the provisions
of this chapter.
(2) Review permit applications to
determine whether proposed building sites will be
reasonably safe from flooding.
(3) Review, approve or deny all
applications for development permits required by
adoption of this chapter.
(4) Review permits for proposed
development to assure that all necessary permits
have been obtained from those federal, state or
local governmental agencies (including section 404
of the Federal Water Pollution Control Act
Amendments of 1972, 33 U.S.C. 1334) from which prior
approval is required.
(5) Where interpretation is needed as
to the exact location of the boundaries of the areas
of special flood hazards (for example, where there
appears to be a conflict between a mapped boundary
and actual field conditions) the floodplain
administrator shall make the necessary
interpretation.
(6) Notify, in riverine situations,
adjacent communities and the state coordinating
agency which is the Texas Water Commission, prior to
any alteration or relocation of a watercourse, and
submit evidence of such notification to the federal
emergency management agency.
(7) Assure that the flood carrying
capacity within the altered or relocated portion of
any watercourse is maintained.
(8) When base flood elevation data has
not been provided in accordance with section 8-12,
the floodplain administrator shall obtain, review
and reasonably utilize any base flood elevation data
and floodway data available from a federal, state or
other source, in order to administer the provisions
of this article.
(9) When a regulatory floodway has not
been designated, the floodplain administrator must
require that no new construction, substantial
improvement, or other development (including fill)
shall be permitted within Zones A1-30 and AE on the
community's FIRM, unless it is demonstrated 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 (1) foot
at any point within the community.
(Ord. No. 365, § I(5-25(b)),
2-9-87)
Sec.
8-43. Establishment of development permit
system.
A
development permit system is hereby established and
permits are required to ensure compliance with the
provisions of this chapter. This system will consist
of a city-wide application review procedure and the
issuance of permits only for those developments
located within the identified flood hazard areas.
Developments located outside of identified flood
hazard areas will be issued a development permit
exemption certificate stating that the proposed
development is not located within an identified
flood hazard area and that the construction
standards required in this chapter are not
applicable to the proposed development. Forms used
in the development permit system are:
(1) Development permit application form.
(2) Development permit.
(3) Development permit exemption
certificate.
(4) Notice to purchaser property in flood
hazard area.
(5) Variance to floodplain management
regulations.
A sample of each form is
located in the office of the city secretary.
(Ord. No. 365, § I(5-24(c)),
2-9-87)
Sec.
8-44. Permit procedures.
(a) Application for a development
permit shall be presented to the floodplain
administrator on forms furnished by him and may
include, but not be limited to, plans in duplicate
drawn to scale showing the location, dimensions and
elevation of proposed landscape alterations,
existing and proposed structures, and the location
of the foregoing in relation to areas of special
flood hazard. Additionally, the following
information is required:
(1) Elevation (in relation to mean sea
level), of the lowest floor (including basement) of
all new and substantially improved structures.
(2) Elevation in relation to mean sea
level to which any nonresidential structure shall be
floodproofed.
(3) A certificate from a registered
professional engineer or architect that the
nonresidential floodproofed structure shall meet the
floodproofing criteria of section 8-72(2).
(4) Description of the extent to which
any watercourse or natural drainage will be altered or relocated as
a result of proposed development.
(5) Maintain a record of all such
information in accordance with section 8-42(1).
(b) Approval or denial of a
development permit by the floodplain administrator
shall be based on all of the provisions of this
chapter and the following relevant factors:
(1) The danger of life and property
due to flooding or erosion damage.
(2) The susceptibility of the proposed
facility and its contents to flood damage and the
effect of such damage on the individual owner.
(3) The danger that materials may be
swept onto other lands to the injury of others.
(4) The compatibility of the proposed
use with existing and anticipated development.
(5) The safety of access to the
property in times of flood for ordinary and
emergency vehicles.
(6) The costs of providing
governmental services during and after flood
conditions including maintenance and repair of
streets and bridges, and public utilities and
facilities such as sewer, gas, electrical and water
systems.
(7) The expected heights, velocity,
duration, rate of rise and sediment transport of the
floodwaters and the effects of wave action, if
applicable, expected at the site.
(8) The necessity to the facility of a
waterfront location, where applicable.
(9) The availability of alternative
locations, not subject to flooding or erosion
damage, for the proposed use.
(10) The relationship of the proposed
use to the comprehensive plan for that area.
(Ord. No. 365, § I(5-25(c)),
2-9-87)
Sec.
8-45. Variance procedures.
(a) The appeal board, as established
by the city, shall hear and render judgement on
requests for variances from the requirements of this
chapter.
(b) The appeal board shall hear and
render judgement on an appeal only when it is
alleged there is an error in any requirement,
decision, or determination made by the floodplain
administrator in the enforcement or administration
of this chapter.
(c) Any person aggrieved by the
decision of the appeal board may appeal such
decision in the courts of competent jurisdiction.
(d) The floodplain administrator shall
maintain a record of all actions involving an appeal
and shall report variances to the federal emergency
management agency upon request.
(e) Variances may be issued for the
reconstruction, rehabilitation or restoration of
structures listed on the national register of
historic places or the state inventory of historic
places, without regard to the procedures set forth
in the remainder of this chapter.
(f) Variances may be issued for new
construction and substantial improvements to be
erected on a lot of one-half acre or less in size
contiguous to and surrounded by lots with existing
structures constructed below the base flood level,
providing the relevant factors in subsection (b)
above have been fully considered. As the lot size
increases beyond the one-half acre, the technical
justification required for issuing the variance
increases.
(g) Upon consideration of the factors
noted above and the intent of this chapter, the
appeal board may attach such conditions to the
granting of variances as it deems necessary to
further the purpose and objectives of this chapter.
(h) Variances shall not be issued
within any designated floodway if any increase in
flood levels during the base flood discharge would
result.
(i) The following prerequisites shall
apply to the granting of variances:
(1) Variances shall only be issued
upon a determination that the variance is the
minimum necessary, considering the flood hazard, to
afford relief.
(2) Variances shall only be issued upon
showing a good and sufficient cause; a determination
that failure to grant the variance would result in
exceptional hardship to the applicant; and a
determination that the granting of a variance will not
result in increased flood heights, additional threats to
public safety, extraordinary public expense, create
nuisances, cause fraud on or victimization of the
public, or conflict with existing local laws or
ordinances.
(3) Any applicant to whom a variance is
granted shall be given written notice that the structure
will be permitted to be built with the lowest floor
elevation below the base flood elevation, and that the
cost of flood insurance will be commensurate with the
increased risk resulting from the reduced lowest floor
elevation.
(j) Variances may be issued by a
community for new construction and substantial
improvements and for other development necessary for the
conduct of a functionally dependent use provided that
the criteria outlined in subsections (a) through (i)
above are met, and the structure or other development is
protected by methods that minimize flood damages during
the base flood and create no additional threats to
public safety.
(Ord. No. 365, § I(5-25(d)),
2-9-87)
Secs.
8-46--8-70. Reserved.
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ARTICLE
III. FLOOD HAZARD REDUCTION
Sec.
8-71. General standards.
In all
areas of special flood hazard the following provisions
are required for all new construction or substantial
improvements:
(1) All new construction or substantial
improvements shall be designed (or modified) and
adequately anchored to prevent flotation, collapse or
lateral movement of the structure resulting from
hydrodynamic and hydrostatic loads, including the
effects of buoyancy.
(2) All new construction or substantial
improvements shall be constructed by methods and
practices that minimize flood damage.
(3) All new construction or substantial
improvement shall be constructed with materials
resistant to flood damage.
(4) All new construction or substantial
improvements shall be constructed with electrical,
heating, ventilation, plumbing and air conditioning
equipment and other service facilities that are designed
and/or located so as to prevent water from entering or
accumulating within the components during conditions of
flooding.
(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 system and
discharge from the systems into floodwaters.
(7) Onsite waste disposal systems shall be
located to avoid impairment to them or contamination
from them during flooding.
(Ord. No. 365, § I(5-26(a)),
2-9-87)
Sec.
8-72. Specific standards.
In all
areas of special flood hazard where base flood elevation
data has been provided as set forth in the provisions of
this chapter, the following standards are required:
(1)
Residential construction. New
construction and substantial improvement of any
residential structure shall have the lowest floor
(including basement), elevated to or above the base
flood elevation. A registered professional engineer,
architect, or land surveyor shall submit a certification
to the floodplain administrator that the standard of
this subsection, as proposed in section 8-44(a)(1), is
satisfied.
(2)
Nonresidential construction.
New construction and substantial improvements
of any commercial, industrial or other nonresidential
structure shall either have the lowest floor (including
basement) elevated to or above the base flood level or,
together with attendant utility and sanitary facilities,
be designed so that below the base flood level the
structure is 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. A registered
professional engineer or architect shall develop and/or
review structural design, specifications, and plans for
the construction, and shall certify that the design and
methods of construction are in accordance with accepted
standards of practice as outlined in this section. A
record of such certification which includes the specific
elevation (in relation to mean sea level) to which such
structures are floodproofed shall be maintained by the
floodplain administrator.
(3) Enclosures. New
construction and substantial improvements, with fully
enclosed areas below the lowest floor that are subject
to flooding, shall be designed to automatically equalize
hydrostatic flood forces on exterior walls by allowing
for the entry and exit of floodwaters. Designs for
meeting this requirement must either be certified by a
registered professional engineer or architect or meet or
exceed the following minimum criteria:
(a) A minimum of two (2) openings having a
total net area of not less than one (1) square inch for
every square foot of enclosed area subject to flooding
shall be provided.
(b) The bottom of all openings shall be no
higher than one (1) foot above grade.
(c) Openings may be equipped with screens,
louvers, valves or other coverings or devices provided
that they permit the automatic entry and exit of
floodwaters.
(4) Manufactured homes. The
following criteria shall apply to manufactured homes:
(a) All manufactured homes to be placed
within Zone A shall be installed using methods and
practices which minimize flood damage. For the purpose
of this requirement, manufactured homes must be elevated
and anchored to resist flotation, collapse, or lateral
movement. Methods of anchoring may include, but are not
limited to, use of over-the-top or frame ties to ground
anchors. This requirement is in addition to applicable
state and local anchoring requirements for resisting
wind forces.
b) All manufactured homes shall be in
compliance with subsection (1) above.
(c) All manufactured homes to be placed or
substantially improved
within Zones A1-30, AH and AE on the
community's FIRM be elevated on a permanent foundation
such that the lowest floor of the manufactured home is
at or above the base flood elevation, and be securely
anchored to an adequately anchored foundation system in
accordance with the provision of this subsection.
(Ord. No. 365, § I(5-26(b)),
2-9-87)
Cross reference(s)--Buildings
and building regulations, ch. 4; licenses, permits and
business regulations, ch. 10.
Sec.
8-73. Subdivision proposals.
Plats
for proposed subdivision of land in the City and within
the extraterritorial jurisdiction areas of the City
shall be submitted to the administrator for review. The
administrator shall require the following:
(1) All subdivision proposals including
manufactured home parks and subdivisions shall be
consistent with sections 8-3, 8-4 and 8-11.
(2) All proposals for the development of
subdivisions including manufactured home parks and
subdivisions shall meet development permit requirements
of section 8-43, section 8-44, and the provisions of
this article.
(3) Base flood elevation data shall be
generated for subdivision proposals and other proposed
development including manufactured home parks and
subdivisions which is greater than fifty (50) lots or
five (5) acres, whichever is lesser, if not otherwise
provided pursuant to section 8-12 or section 8-42(8).
(4) All subdivision proposals including
manufactured home parks and subdivisions shall have
adequate drainage provided to reduce exposure to flood
hazards.
(5) All subdivision proposals including
manufactured home parks and subdivisions shall have
public utilities and facilities such as sewer, gas,
electrical and water systems located and constructed to
minimize or eliminate flood damage.
(Ord. No. 365, § I(5-26(c)),
2-9-87)
Cross reference(s)--Subdivisions,
ch. 17.
Sec. 8-74. Areas of
shallow flooding (AO/AH Zones).
Located
within the areas of special flood hazard established in
section 8-12 are areas designated as shallow flooding.
These areas have special flood hazards associated with
base flood depths of one (1) to three (3) feet where a
clearly defined channel does not exist and where the
path of flooding is unpredictable and where velocity
flow may be evident. Such flooding is characterized by
ponding or sheet flow; therefore, the following
provisions apply:
(1) All new construction and substantial
improvements of residential structures have the lowest
floor (including basement) elevated above the highest
adjacent grade at least as high as the depth number
specified in feet on the community's FIRM (at least two
(2) feet if no depth number is specified).
(2) All new construction and substantial
improvements of nonresidential structures:
(a) Have the lowest floor (including
basement) elevated above the highest adjacent grade at
least as high as the depth number specified in feet on
the community's FIRM (at least two (2) feet if no depth
number is specified); or
(b) Together with attendant utility and
sanitary facilities be designed so that below the base
flood level the structure is watertight with walls
substantially impermeable to the passage of water and
with structural components having the capability of
resisting hydrostatic and hydrodynamic loads or effects
of buoyancy.
(3) A registered professional engineer or
architect shall submit a certification to the floodplain
administrator that the standards of this section, as
proposed in section 8-44(a)(1), are satisfied.
(4) Require within Zones AH or AO adequate
drainage paths around structures on slopes to guide
floodwaters around and away from proposed structures.
(Ord. No. 365, § I(5-26(d)),
2-9-87)
Sec.
8-75. Floodways.
Floodways located within areas of special flood hazard
established in section 8-12 are
areas designated as floodways. Since the floodway is an
extremely hazardous area due to the velocity of
floodwaters which carry debris, potential projectiles
and erosion potential, the following provisions shall
apply:
(1) Encroachments are prohibited,
including fill, new construction, substantial
improvements and other development unless certification
by a professional registered engineer or architect is
provided demonstrating that encroachments shall not
result in any increase in flood levels within the
community during the occurrence of the base flood
discharge.
(2) If subsection (1) above is satisfied,
all new construction and substantial improvements shall
comply with all applicable flood hazard reduction
provisions of this article.
(Ord. No. 365, § I(5-26(e)),
2-9-87)
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