HomeMy WebLinkAbout2012-036ORDINANCE 2012-036
AN ORDINANCE OF INDIAN RIVER COUNTY, FLORIDA CONCERNING
AMENDMENTS TO ITS LAND DEVELOPMENT REGULATIONS (LDRs) AND CODE
OF LAWS AND ORDINANCES; PROVIDING FOR AMENDMENTS TO CHAPTER
901, DEFINITIONS, AND CHAPTER 930, STORMWATER MANAGEMENT AND
FLOOD PROTECTION; TO ADOPT FLOOD HAZARD MAPS, TO DESIGNATE A
FLOODPLAIN ADMINISTRATOR, TO ADOPT PROCEDURES AND CRITERIA FOR
DEVELOPMENT IN FLOOD HAZARD AREAS, AND FOR OTHER PURPOSES;
PROVIDING FOR AMENDMENTS TO COUNTY CODE CHAPTER 401, BUILDING
CODES, TO ADOPT LOCAL ADMINISTRATIVE AMENDMENTS AND LOCAL
TECHNICAL AMENDMENTS TO THE FLORIDA BUILDING CODE; AND BY
PROVIDING FOR REPEAL OF CONFLICTING PROVISIONS; CODIFICATION;
SEVERABILITY; AND EFFECTIVE DATE.
WHEREAS, the Legislature of the State of Florida has, in Chapter 125 — County
Government, Florida Statutes, conferred upon local governments the authority to adopt
regulations designed to promote the public health, safety, and general welfare of its citizenry;
and
WHEREAS, the Federal Emergency Management Agency has identified special flood
hazard areas within the boundaries of Indian River County, and such areas may be subject to
periodic inundation which may result in loss of life and property, health and safety hazards,
disruption of commerce and governmental services, extraordinary public expenditures for flood
protection and relief, and impairment of the tax base, all of which adversely affect the public
health, safety and general welfare, and
WHEREAS, Indian River County was accepted for participation in the National Flood
Insurance Program on July 3, 1978, and the Board of County Commissioners desires to continue
to meet the requirements of Title 44 Code of Federal Regulations, Sections 59 and 60, necessary
for such participation; and
WHEREAS, Chapter 553, Florida Statutes, was adopted by the Florida Legislature to
provide a mechanism for the uniform adoption, updating, amendment, interpretation and
enforcement of a state building code, called the Florida Building Code; and
WHEREAS, Section 553.73(5), Florida Statutes, allows adoption of local administrative
amendments to the Florida Building Code to implement the National Flood Insurance Program;
and
WHEREAS, the Board of County Commissioners has determined that it is in the public
interest to adopt the proposed floodplain management regulations that are coordinated with the
Florida Building Code; and
WHEREAS, the Board of County Commissioners has adopted a requirement to increase
the minimum elevation requirement for buildings and structures in flood hazard areas and,
pursuant to Section 553.73(5), F.S., is formatting that requirement to coordinate with the Florida
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ORDINANCE 2012-036
Building Code; and
WHEREAS, the Board of County Commissioners has adopted a requirement to require
accumulation of costs of improvements and repairs of buildings, based on issued building
permits over a ten-year period, for buildings and structures in flood hazard areas for the purpose
of participating in the National Flood Insurance Program's Community Rating System and,
pursuant to section 553.73(5), F.S., is formatting that requirement to coordinate with the Florida
Building Code;
NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of
Indian River County that the Indian River County Land Development Regulations (LDRs)
Chapter 901, Definitions, and Chapter 930, Ston-nwater Management and Flood Protection, be
amended as follows, and local administrative amendments to the 2010 Florida Building Code be
adopted as follows:
SECTION 1. RECITALS.
The foregoing whereas clauses are incorporated 'herein by reference and made a part hereof.
SECTION 2. AMENDMENTS TO LDR CHAPTER 901, DEFINITIONS.
Certain definitions, in alphabetical order, in Section 901.03 are hereby added or amended
to read as follows:
Alteration of a watercourse A dam impoundment channel relocation, change in channel
alignment channelization or change in cross-sectional area of a channel or a channel capacity,
or another form of modification which may alter, impede retard or change the direction and/or
velocity of the riverine flow of water during conditions of the base flood.
Appeal. For purposes of County Code Chapter 930 relating to flood protection, means a request
for a review of the interpretation by the community development director of any provision of
Chapter 930 floodplain regulations tlhis efdinanse or a request for a variance.
ASCE 24 A standard titled Flood Resistant Design and Construction that is referenced by the
Florida Building Code ASCE 24 is developed and published by the American Society of Civil
Engineers, Reston, VA.
Base flood.
year -A flood having a 1 -percent chance of being equaled or exceeded in any given year fAlso
defined in FBC B] The base flood is commonly referred to as the "100 -year flood" or the "I -
percent -annual chance flood."
Base flood elevation The elevation of the base flood including wave height, relative to the
National Geodetic Vertical Datum (NGVD) North American Vertical Datum (NAVD) or other
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ORDINANCE 2012-036
datum specified on the Flood Insurance Rate Map (FIRM). [Also defined in FBC, Bl
Basement. A story partly underground and having at least one-half ('/2) of its height above the
average adjoining grade. A basement or cellar shall be counted as a story if the vertical distance
from the average adjoining grade to the ceiling is over five (5) feet. For purposes of County Code
Chapter 930 relating to flood protection, "basement" means that portion of a building having its
floor subgrade (below ground level) on all sides. [Also defined in FBC, Bl
Coastal construction control line. A line of regulatory 'uFisd "+'"" as established in 1987 by thee
Florida DepaAment ef Natural Reseumes (Seetion 161.053 F.S.) All aefivity seawafd of the line
must be eeor-dinated with F P.N D . The line established by the State of Florida pursuant to
Section 161.053, F S and recorded in the official records of Indian River County, which defines
that portion of the beach -dune system subject to severe fluctuations based on a 100 -year storm
surge storm waves or other predictable weather conditions.
Coastal high hazard area. an area of speeial fl "'"azar`' f.,,v,.,
eK4ea iag oF� here to the if lan
a
lifnit of a primary ffeRW dune along an open eeast and my other- area subjeet to high Velee-ty
wave
aetion ffem s+,.soufees 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. Coastal high hazard areas are also
referred to as "high hazard areas subiect to high velocity wave action" or "V Zones" and are
designated on Flood Insurance Rate Mans (FIRM) as Zone V1 -V30 VE or V. [Note: The
FBC,13 defines and uses the term "flood hazard areas subject to high velocity wave action" and
the FBC R uses the term "coastal high hazard areas."]
Design flood The flood associated with the greater of the following two areas: [Also defined in
FBC B
1. Area with a floodplain subject to a 1 -percent or greater chance of flooding in any year; or
2. Area designated as a flood hazard area on the community's flood hazard map, or
otherwise legally designated.
Design flood elevation The elevation of the "design flood," including wave height, relative to
the datum specified on the community's legally_ designated flood hazard map. In areas
designated as Zone AO the design flood elevation shall be the elevation of the highest existing
grade of the building's perimeter plus the depth number (in feet) specified on the flood hazard
map In areas designated as Zone AO where the depth number is not specified on the map, the
depth number shall be taken as being equal to 2 feet [Also defined in FBC, B, Section 1612.2.1
Development, floodplain For purposes of County Code Chapter 930 relating to flood
protection any man-made change to improved or unimproved real estate, including but not
limited to buildings or other structures tanks temporary structures temporary or permanent
storage of equipment or materials mining dredging filling_ grading paving excavations,
drilling operations or any other land disturbing activities within a special flood hazard area.
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Encroachment, floodplain The placement of fill excavation buildings, permanent structures
or other development into a flood hazard area which may impede or alter the flow capacity of
riverine flood hazard areas.
Existing building and existing structure For purposes of County Code Chapter 930 relating to
flood protection means any buildings and structures for which the "start of construction"
commenced before July 3 1978. [Also defined in FBC, Bl
Existing eonstirmetion. for- paTeses ef County Code Chapter- 930 relating to fleed pr-eteefiefi-,
Existing manufactured home park or subdivision. For purposes of County Code Chapter 930
relating to flood protection, means a manufactured home park or subdivision for which the
m&iufaetwed homes are to be affixed (ineluding at a minimum the installe6en of utilities,
eenstmetion of streets, and either- final site gr-ading or- the petifing of eoi+er-ete pads) was
. 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 siterg_ading or the pouring of concrete pads) is completed
before July 3, 1978.
Federal Emergency Management Agency (FEMA). The federal agency that, in addition to
cgUi g out other functions administers the National Flood Insurance Program.
Flood (flooding). A general and temporary condition of partial or complete inundation of
normally dry land areas from: [Also defined in FBC, Bl
1. The overflow of inland or tidal waters.
2. The unusual and rapid accumulation or runoff of surface waters from any source.
Flood damage -resistant materials Any construction material capable of withstanding direct
and prolonged contact with floodwaters without sustaining any damage that requires more than
cosmetic repair. [Also defined in FBC, Bl
Flood hazard area The greater of the following two areas: [Also defined in FBC, Bl
1. The area within a floodplain subject to a 1-yercent or greater chance of flooding in any
mar.
2. The area designated as a flood hazard area on the community's flood hazard map, or
otherwise legally designated.
Flood Insurance Rate Map (FIRM) The official map of the community on which the Federal
Emergency Management Agency has delineated both special flood hazard areas and the risk
premium zones applicable to the community. [Also defined in FBC, B
Flood Insurance Study (FIS) The official report provided by the Federal Emergency
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ORDINANCE 2012-036
Management Agency that contains the Flood Insurance Rate May, the Flood Boundary and
Floodway Map (if applicable) the water surface elevations of the base flood, and supporting
technical data [Also defined in FBC B, Section 1612.2.1
Floodplain.
Nmienal Flood lasur-anee Program as an A zooe or- V zone on flood' te maps or- t4
hazard beundaFy maps, An area having a one (1) percent or greater chance of being flooded in
any_given year.
Floodplain Administrator. The office or position designated and charged with the
administration and enforcement of these floodplain regulations (may be referred to as the
Floodplain Manager).
Floodplain development permit or approval An official document or certificate issued by the
community, or other evidence of approval or concurrence which authorizes performance of
specific development activities that are located in flood hazard areas and that are determined to
be compliant with these floodplain regulations.
Floodway._ The channel of a river or other riverine watercourse and
the adjacent land areas that must be reserved in order to discharge the base flood without
cumulatively_increasing Lthe water surface elevation more than one (1) foot. [Also defined in
FBC B
Floodway encroachment analysis An engineering analysis of the impact that a proposed
encroachment into a floodway_is expected to have on the floodway boundaries and base flood
elevations,• the evaluation shall be prepared by a qualified Florida licensed engineer using
standard engineering methods and models.
Florida Building Code The family of codes adopted by the Florida Building Commission,
including: Florida Building Code Building Florida Building Code Residential; Florida
Building Code Existiniz Buildinz Florida Building Code Mechanical • Florida Building Code,
Plumbing Florida Building Code, Fuel Gas.
Functionally dependent use A use which cannot perform its intended purpose unless it is
located or carried out in close proximity to water, including only docking facilities, port facilities
that are necessary for the loading and unloading of cargo or passengers and ship building and
ship repair facilities,• the term does not include long-term storage or related manufacturing
facilities.
Highest adjacent grade. The highest natural elevation of the ground surface prior to
construction next to the proposed walls or foundation of a structure.
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ORDINANCE 2012-036
Historic structure. faeans Any structure that is determined eligible for the exception to the flood
hazard area requirements of the Florida Building Code, Existing Building, Chanter 11 Historic
Buildings.
(a) Listed indiy dull y i the Nati ,nal Register- ster- .. f Hinter -ie Dlaeos (a listing
d 4 d by the seer
etar-y o f the :n4e«e« as eet:ng the «o e en4s
individual
!hl G «4 fi d or
Letter
listing en the national
preliminarily dete,.m
, :s4er
ned by the seeretar-y e f
the :nte«:s,« as
t 'h 4'
G�2iCZiVLtC1T1�C0"C12GT1TSCV1'i�'R7'"7SgISI1TGLiiiG
4 the hist.,, -Wal
iflea n teed
vi w. registered
h:ster- a d:stfie •
,...+.....+..y
) individually
listed nft a s4nte
: n4er-y of h:ster-ie pWes
: states with
h' terie
e f the interior-;
with h' 4
tion p
,
.,t:,.., ..
,.hieh have Leen approved
.. 'hat have been eeftif
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ed e:the«•
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appFeed state
,- yr
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pregr-ams deteffn ned by the
of the .,4eio« : states
e etar-Y v,.aa� o f the
ithe ut approved-
,oed
Letter of Man Change (LOMC). An official determination issued by FEMA that amends or
revises an effective Flood Insurance Rate Map or Flood Insurance Study. Letters of May Change
include:
Letter of Map Amendment (LOMA): An amendment based on technical data showing
that a property was incorrectly included in a designated special flood hazard area. A
LOMA amends the current effective Flood Insurance Rate Map and establishes that a
specific property, portion of a property, or structure is not located in a special flood
hazard area.
Letter of Map Revision (LOMR): A revision based on technical data that may show
changes to flood zones flood elevations special flood hazard area boundaries and
floodway delineations, and other planimetric features.
Letter of Map Revision Based on Fill (LOMR-F): A determination that a structure or
parcel of land has been elevated by fill above the base flood elevation and is, therefore,
no longer located within the special flood hazard area. In order to qualify for this
determination the fill must have been permitted and placed in accordance with the
community's floodplain management regulations.
Conditional Letter of Map Revision (CLOMR): A formal review and comment as to
whether a proposed flood protection project or other project complies with the minimum
NFIP requirements for such projects with respect to delineation of special flood hazard
areasA CLOMR does not revise the effective Flood Insurance Rate Map or Flood
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ORDINANCE 2012-036
Insurance Study upon submission and approval of certified as -built documentation, a
Letter of Msp Revision may be issued by FEMA to revise the effective FIRM.
Light duty truck. As defined in 40 C.F.R. 86.082-2, any motor vehicle rated at 8,500 pounds
Gross Vehicular Weight Rating or less which has a vehicular curb weight of 6,000 pounds or less
and which has a basic vehicle frontal area of 45 square feet or less, which is:
1. Designed primarily for purposes of transportation of property or is a derivation of such a
vehicle, or
2. Designed primarily for transportation of persons and has a capacity of more than 12
persons; or
3. Available with SDecial features enabling off-street or off-highway operation and use.
Lowest floor. The lowest floor of the lowest enclosed area (ineluding basement). "" unfinished
he
or- flood Fesi4efA eaelesu-Fe, usable solely for- pe&kjag of vehieles, building aeeess or- 4er-age in FA,
ether than - basement- area is --+. eensider-e - 1--lding's lewest 1-100- f a building or
structure, including basement but excluding_any unfinished or flood -resistant enclosure, usable
solely for vehicle parking, building access or limited storage provided that such enclosure is not
built so as to render the structure in violation of the Florida Building Code or ASCE 24. [Also
defined in FBC, Bl
Manufactured home. A structure, transportable in one or more sections, which is bui4t— A
home" alse-ineludes park tfailer-s,-4favel tfailer-s, and other- similar- vehieles plaeed on a site
greater- than one htmdr-ed eighty (180) eenseeative 4ay-s-. eight(
8) feet or more in width and
greater than four hundred (400) square feet and which is built on a permanent, integral chassis
and is designed for use with or without a permanent foundation when attached to the required
utilities. The term "manufactured home" does not include a "recreational vehicle" or "park
trailer." [Also defined in 15C-1.0101, F.A.C.]
Market value The price at which a property will change hands between a willing buyer and a
willing seller, neither party being under compulsion to buy or sell and both having reasonable
knowledge of relevant facts As used in these floodplain regulations, the term refers to the
market value of buildings and structures excluding the land and other improvements on the
parcel Market value may be established by a qualified independent appraiser; or may reflect
Actual Cash Value (replacement cost depreciated for age andgualrty of construction); or may be
established using tax assessment value adjusted to approximate market value by a factor
provided by the Property Appraiser.
New construction. For the purposes of County Code Chapter 930 relating to flood protection
and requirements of the Florida Building Code, means any structure for which the "start of
construction" commenced after July 3, 1978. The term also includes any subsequent
improvements to such structure.
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ORDINANCE 2012-036
New manufactured home park or subdivision. 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) is completed on or after July 3, 1978.t -ie
Park trailer. A transportable unit which has a body width not exceeding fourteen (14) feet and
which is built on a single chassis and is designed to provide seasonal or temporary living quarters
when connected to utilities necessary for operation of installed fixtures and appliances. [Defined
in 15C-1.0101, F.A.C.]
Recreational vehicle. avehieular, pertable stmetwe whieh is built ehas is; ""i
designed as a tefaperaFy dwelling for tra-vel and Feerea4ion, and whieh has a size flet emeeedi*g
fetir hundred in nm square feet i the set up �a A vehicle, including a park trailer, which is:
[Defined in Section 320.01(b), F.S.)
1. Built on a single chassis;
2 Four hundred (400) square feet or less when measured at the largest horizontal
projection;
3. Designed to be self-propelled or permanently towable by a li hg t=duty truck; and
4 Designed primarily not for use as a permanent dwelling but as temporary living quarters
for recreational camping, travel, or seasonal use.
Sand dunes. means Naturally occurring accumulations of sand in ridges or mounds landward of
the beach.
Special flood hazard area. means the area having -a one (1)-peree=-t o= greater- e--a--ee of b ----b
flooded in '-An area in the floodplain subject to a 1 percent or greater chance of
floodin ig_ n any >?iven year. Special flood hazard areas are shown on FIRMs as Zone A, AO,
Al -A30 AE A99 AH, V1 -V30, VE or V. [Also defined in FBC, B]
Start of construction. for r o of r,.,,, ty rode'hayt—o�"ncr relating to floocr=ivteetiorr,
permit w sued, The date of issuance for new construction and substantial improvements to
existing structures, provided the actual start of construction, repair, reconstruction, or
improvement was within one hundred eighty (180) days of the permit date. The actual start
means the first placement of permanent construction of a building (including a manufactured
home) on a site, such as the pouring of slabs or footings, installation of piles, 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
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ORDINANCE 2012-036
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 building. For a substantial
improvement, the actual start of construction means the first alteration of any wall, ceiling, floor,
or other structural part of a building, whether of not that alteration effects the external
dimensions of the building. [Also defined in FBC, Bl
Substantial damage. means Damage of any origin sustained by a structure whereby the cost of
restoring the structure to its before damaged condition would equal or exceed fifty (50) percent
of the market value of the structure before the damage occurred. [Also defined in FBC, Bl
Substantial improvement. Any combination of repair, reconstruction, rehabilitation, addition,
or other improvement of a building or structure taking place during 10) year period, the
cumulative cost of which equals or exceeds 50 percent of the market value of the building or
structure before the improvement or repair is started and determined no sooner than six (6)
months before the work is started. For each building or structure, the 10—year period begins on
the date of the first improvement or repair of that building or structure subsequent to the effective
date of this ordinance. If the structure has incurred "substantial damage," any repairs are
considered substantial improvement regardless of the actual repair work performed. The term
does not, however, include either: [Also defined in FBC, Bl
1. Any project for improvement of a building required to correct existing health, sanitary, or
safety code violations identified by the building official and that are the minimum
necessary to assure safe living conditions.
2. Any alteration of a historic structure provided the alteration will not preclude the
structure's continued designation as a historic structure.
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~111
pir
rM
-
AM
I "M
MONMOP-MMMMI
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ORDINANCE 2012-036
The t - .1
0)
+ how1,
o
iffi—p-r-evefaeot
Purpose and stove.
elu
Rules of construction; applicability.
to eefFee
of>
Sec. 930.05.
Prohibited activity.
Sec. 930.06.
>
Sec. 930.07.
Review criteria for all development projects.
Sec. 930.071.
Drainage basin maximum discharge rates.
Sec. 930.08.
Permit requirements.
Sec. 930.09.
HeM
Required information to be submitted by Type B and C permit
applicants after issuance of permit.
Sec. 930.10.
Permit application and review procedures.
nhistefie
n
Pr-Ovided that
n
n
stmetffe,
Tyne A Stormwater Management System Permit (SWMS Tyne A). The vermit for approved
stormwater conveyance treatment and discharge associated with development activities where
all proposed development is located in flood zone x or outside of a special flood hazard area.
Tyne B Stormwater Management System — Flood Protection Permit (SWMS Tyne B). The
permit for approved stormwater conveyance treatment and discharge associated with
development activities where property within the proposed development is partially or wholly
encumbered by a special flood hazard area or coastal high hazard area.
Type C Permit A single family residential (single duplex, triplex auadplex) floodplain
management permit associated with a structure partially or wholly within a special flood hazard
area.
SECTION 3. AMENDMENTS TO LDR CHAPTER 930 STORMWATER
MANAGEMENT AND FLOOD PROTECTION.
Chapter 930, Stormwater Management and Flood Protection, is hereby amended as
follows:
CHAPTER 930.
STORMWATER MANAGEMENT AND FLOOD PROTECTION
Sec. 930.01.
Short title.
Sec. 930.02.
Purpose and stove.
Sec. 930.03.
Rules of construction; applicability.
Sec. 930.04.
Definitions.
Sec. 930.05.
Prohibited activity.
Sec. 930.06.
Exemptions.
Sec. 930.07.
Review criteria for all development projects.
Sec. 930.071.
Drainage basin maximum discharge rates.
Sec. 930.08.
Permit requirements.
Sec. 930.09.
HeM
Required information to be submitted by Type B and C permit
applicants after issuance of permit.
Sec. 930.10.
Permit application and review procedures.
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Sec 930.11.
Sec. 930.12.
Sec. 930.13.
Sec. 930.14.
Sec. 930.15.
Sec. 930.16.
Section 930.01. Short title.
ORDINANCE 2012-036
Floodplain development inspections.
Administrative duties.
Variances and appeals. Appealpr-eeedwe-.
Violations and Notice.
Vested rights.
Disclaimer of liability.
This chapter shall be known as the "Indian River County Stormwater Management and
Flood Protection Ordinance."
Section 930.02. Purpose and scope.
(1) The purpose of this chapter is to protect the health, safety, and welfare of the
citizens of Indian River County; to implement those policies and objectives found in the drainage
sub -element of the county's comprehensive plan; to ensure protection of land and improvements
together with natural resources through the use of responsible stormwater management and flood
protection practices; and to ensure replenishment of the county's aquifer systems to provide a
continuing usable water supply; to reduce stormwater pollutant loading of the Indian River
Lagoon; and to provide proper floodplain management.
(2) The provisions of the floodplain regulations in this chapter shall applyto o all
development including but not limited to the subdivision of land; filling grading, and other site
improvements and utility installations; construction, alteration, remodeling, enlargement,
improvement replacement repair, relocation or demolition of buildings, structures, and facilities that
are exempt from the Florida Building C, ode; placement, installation, or replacement of manufactured
homes and manufactured buildings; installation or replacement of tanks; placement of recreational
vehicles; installation of swimming_ pools; and M other development, in the unincorporated area of
Indian River County that is wholly within or partially within any flood hazard area.
(3) The purpose of the floodplain regulations in this chapter and the flood load and
flood resistant construction requirements of the Florida Building Code is to establish minimum
requirements to safeguard the public health safety, and general welfare and to minimize public
and private losses due to flooding through regulation of development in flood hazard areas to:
1. Minimize unnecessary disruption of commerce, access and public service during
times of flooding;
2. Require the use of appropriate construction practices in order to prevent or minimize
future flood damage;
3. Manage filling grading, dredging, mining, paving excavating and drilling
operations storage of equipment or materials and other development which may
increase flood damage or erosion potential;
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ORDINANCE 2012-036
4. Manage the alteration of flood hazard areas watercourses and shorelines to minimize
the impact of development on the natural and beneficial functions of the floodplain;
5. Minimize damage to public and private facilities and utilities;
6. Maintain a stable tax base by providing for the sound use and development of flood
hazard areas;
7. Minimize the need for future expenditure of public funds for flood control projects
and response to and recovery from flood events; and
8. Meet the requirements of the National Flood Insurance Program for community
participation as set forth in the Title 44 Code of Federal Regulations, Section 59.22.
(4) The floodplain regulations in this chapter are intended to be administered and
enforced in conjunction with the Florida Building Code. Where cited, ASCE 24 refers to
the edition of the standard that is referenced by the Florida Building Code.
(5) The degree of flood protection required by these re¢ulations and the Florida
Building Code as amended by this community, is considered the minimum reasonable for
regulato1y purposes and is based on scientific and engineering considerations. Larger floods can and
will occur. Flood heights may be increased by man-made or natural causes. These floodplain
regulations do not imply that land outside of mapped special flood hazard areasor that uses
permitted within such flood hazard areaswill be free from flooding or flood damage_. The flood
hazard areas and base flood elevations contained in the Flood Insurance Study and shown on Flood
Insurance Rate Mks and the requirements of Title 44 Code of Federal Regulations, Sections 59
and 60 may be revised by the Federal Emergency Management Agency, requiring this communi1y
to revise those regulations to remain eligible for participation in the National Flood Insurance
Program No guaranty of vested use existing use or future use is implied or expressed by
compliance with this ordinance.
Section 930.03. Rules of construction; applicability.
(1) Applicability. The requirements of this chapter are intended to implement
regulations of the Federal Emergency Management Agency set out as Title 44, CFR, the
National Flood Insurance Program Regulations, and are intended to complement regulations of
the Florida Department of Environmental Protection (FDEP) including but not limited to those
found in Florida Administrative Code, Chapter 16-25, Regulation of Stormwater Discharge,
Chapter 62-3, Water Quality Standards, and Chapter 62-4, Permits, Chapter 62-330,
Environmental Resource Permitting, Chapter 62-312, Dredge and Fill Activities, and the
Stormwater Rules of the St. Johns River Water Management District, all as adopted or as may be
amended from time to time. Approval of a stormwater management system under this chapter
shall not relieve any applicant of the necessity to obtain required permits or approvals from other
state, regional, or local agencies, including specifically, but not limited to, observance of FDEP
permitting requirements for use of the "landward extent of waters of the state," as that term is
defined by Florida Administrative Code, Chapter 62-301.200(4). In the event of a conflict
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between this chapter and any other law or regulations, this chapter shall be interpreted to avoid
the conflict when possible. If there is an irreconcilable conflict, the agency rule shall prevail. If
this chapter is more restrictive, the provisions hereunder shall prevail, and no conflict will be
considered to exist.
(2) Areas to which the floodplain regulations in this chapter apply. The floodplain
regulations in this chapter shall apply to all flood hazard areas within unincorporated Indian
River County as established in Section 930.03(3) of these regulations.
(3) Adoption of Flood Insurance Rate Maps. The Flood Insurance Study for Indian
River County dated December 4 2012, and all subsequent amendments and revisions, and the
accompanying Flood Insurance Rate Maps (FIRM) and all subsequent amendments and
revisions to such maps are adopted by reference as a part of these floodplain regulations and
shall serve as the minimum basis for establishing flood hazard areas. Studies and maps that
establish flood hazard areas are on file at the Indian River County Community Development
Department.
(4) Submission of additional data to establish flood hazard areas. Pursuant to
Section 930.07(2)(4) of the floodplain regulations in this chapter, the Floodplain Administrator
may require submission of additional data in order to establish flood hazard areas and base flood
elevations Where field surveyed topography prepared by a Florida licensed professional
surveyor or digital topography accepted by the community indicates that ground elevations:
1. Are below the closest applicable base flood elevation even in areas not delineated as
a special flood hazard area on a FIRM the area shall be considered as a special flood
hazard area and subject to the requirements of this ordinance and, as applicable, the
requirements of the Florida Building Code.
2. Are above the closest applicable base flood elevation the area shall be regulated as a
special flood hazard area unless the applicant obtains a Letter of Map Change that
removes the area from the special flood hazard area.
(5) Other laws The provisions of these floodplain regulations shall not be deemed to
nullify_ any provisions of local, state or federal law.
(6) Abrogation and greater restrictions. These floodplain regulations supersede any
ordinance in effect for management of development in flood hazard areas. These regulations are
not however, intended to repeal or abrogate any existing ordinances, including but not limited to
land development regulations zoning ordinances stormwater management regulations, or the
Florida Building Code In the event of a conflict between these floodplain regulations and any
other regulations the more restrictive shall govern. These floodplain regulations shall not impair
any deed restriction covenant or easement but any land that is subject to such interests shall also
be governed by these regulations.
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(7) Interpretation In the interpretation and application of these floodplain
regulations, all provisions shall be:
1. Considered as minimum requirements; and
2. Deemed neither to limit nor repeal any powers granted under state statutes.
Section 930.04. Definitions.
Refer to Chapter 901 of this code for definitions applicable to stormwater management
and flood protection.
Section 930.05. Prohibited activity.
(1) It shall be illegal and subject to the penalties provided herein for any person to
construct, or arrange for, authorize, or participate in the construction of a development project
within the unincorporated area of Indian River County without first obtaining a valid permit to
construct either a stormwater management system (hereinafter referred to as a Type A permit), a
flood protection-stormwater management system, when applicable, (hereinafter referred to as a
Type B permit), or a flood management system when applicable, (hereinafter referred to as a
Type "C" Permit), when apphea''te-, pursuant to this chapter.
(2) It shall be illegal and subject to the penalties provided herein for any person to
construct anv structure and/or alter any stizue4ffe property in such a mamler as to impede the
functioning of a drainage system that is:
(a) Publicly maintained or;
(b) Located on private property and is a part of a drainage system serving more than
one (1) property owner when such system is le :_a in an easemeH4 Whie>7 exists
for the benefit of other land owners or has historically provided drainage.
(3) It shall be illegal and subject to the penalties provided herein for anv person, -
corporation or association responsible for maintenance of a drainage system or component of a
drainage system to fail to maintain that system or component of a drainage system that is:
(a) Publicly maintained or;
(b) Located on private property and is apart of a drainage system serving more than
one (1) property owner when such system exists for the benefit of other land
owners or has historically provided drainage.
(4) Unless otherwise permitted, it shall be illegal and subject to the penalties provided
herein for any person to discharge any fluid discharge from a washing machine or any
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mechanical device into any stormwater management system.
Section 930.06. Exemptions.
(1) The following activities shall be exempt from the permitting requirements of this
chapter:
(a) The construction of an individual detached single-family residence (RSF), duplex,
triplex, or quadraplex residences, together with accessory structures, provided that
said residences and accessory structures are not located in special flood hazard
areas, as identified in Section 930.07(1)(s). However-, The provisions of Section
912.08, however, will be applicable. When located in a special flood hazard area,
the applicant shall be required to obtain a flood management system permit (Type
C) which shall be issued upon the applicant demonstrating compliance with
Section 930.07(2)
(b) Bona fide agricultural uses except when an artificial drainage system will be used
to increase the flow of surface water from the applicant's land to a county
maintained drainage system, or when the particular agricultural use requires site
plan approval.
(c) Maintenance work performed on existing mosquito control canals or
impoundment areas.
(d) Any maintenance, alteration, renewal, repair, use or improvements of an existing
structure which does not change or affect rate or volume of stormwater runoff or
the construction of any structure or addition thereto which does not create an
impervious surface exceeding ten (10) percent of the site or five thousand (5,000)
square feet, whichever is less.
(e) All activities by a water management district, drainage district, or water control
district established under the laws of the State of Florida and all activities
undertaken by the State of Florida, Indian River County, or any incorporated
municipality within Indian River County, within their respective easements and
rights-of-way.
(f) Any activity or development project which can be demonstrated by the applicant.,
in accordance with section 930.15 hereof., to have vested rights.
(2) This chapter shall not be construed to prevent the doing of any act otherwise
lawful and necessary to prevent material harm to or destruction of real or personal property as a
result of a present emergency, including but not limited to fire, infestation by pests, or hazards
resulting from violent storms or hurricanes or when the property is in eminent peril and the
necessity of obtaining a permit is impractical and would cause undue hardship in the protection
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of the property.
0* A report of any such emergency action shall be made to the department of public
works by the owner or person in control of the property upon which emergency action was taken
as soon as practicable, but not more than ten (10) days following such action. Remedial action
may be required by the director of public works subject to appeal to the board of county
commissioners in the event of dispute.
Section 930.07. Review criteria for all development projects.
(1) Stormwater management system permit (Type A). A41 When a development
projects -are is determined not to be within a flood hazard area. a. Type A r-equ ~"ad to+q Abt a
stormwater management system (SWMS) permit shall be required and the project shall meet
_ejeet shall be issued urAess the following
No Type A pefmit to devejepmen4 pr
criteria: are-nwy-
(a) The design of the on-site stormwater management system and of any off-site
stormwater management system improvements shall be based at a minimum on
the impact of a twenty -five-year frequency, twenty -four-hour duration storm
event on the development project as proposed. Th design of """ rTsit'
The modified Type II SCS
rainfall distribution shall be used. Post development runoff shall not exceed pre -
development runoff unless a maximum discharge rate has been adopted for the
applicable drainage basin and the discharge does not exceed that rate. Maximum
discharge rates for each basin shall be adopted by an ordinance amendment to
section 930.071 herein. if - - a '' + '' "+ bee "`'""+"a � - Me
disr.hffge-.
(b) The hydrologic computations for the stormwater management system shall be
based on full hydrograph generation for the development project and contributory
area utilizing such methods as published by the Soil Conservation Service
(USDA, SCS, "National Engineering Handbook", Section 4, Hydrology: 1985 and
"Urban Hydrology for Small Watersheds", Technical Release No. 55: 1986). For
projects of less than twelve (12.0) acres, the rational method of runoff
computation is satisfactory. The rainfall intensity -duration -frequency curves
provided in Volume 2 -Procedures Florida Department of Transportation (FDOT)
Drainage Manual are hereby incorporated as a part of this chapter and shall be
used in making all required hydrologic computations.
(c) Retention or detention with filtration of the runoff from a minimum of the first
one (1) inch of rainfall shall be provided on-site. Credit for soil storage shall be
given in retention of the first one (1) inch of rainfall. Detention with filtration or
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retention shall be provided on-site for the initial one (1) inch of rainfall plus
additional stormwater runoff generated by the development project over and
above that generated by the site prior to the proposed development unless there is
a legal positive outfall available that has sufficient capacity to accept the
additional runoff. All discharges from non-residential sites within one (1) mile of
the Indian River Lagoon shall be designed to retain the first one and one-half (1
1/2) inches of rainfall on-site before discharge into a legal positive outfall, or the
Indian River Lagoon.
(d) Retention or detention facilities shall be constructed in such a manner as to
maximize utilization of available percolation capabilities on the site for recharge
enhancement and to minimize mosquito breeding by being shallow,4ff4Pe and
easy to maintain_ Such facilities and shall have a skimmer mechanism if required
by the SJRWMD. Stormwater management facilities which are to be dedicated to
the county shall not penetrate the groundwater table. Private wet
retention/detention systems shall meet the following criteria:
The a"heatiea applicant shall provides a water quality certification from
the SJRWMD or Florida DEP that the direct connection to the
groundwater table, as proposed, will not significantly detract from the
quality of the groundwater. If the size of the development project is below
SJRWMD or DEP thresholds, this certification can May be waived;
2. The site is shall not be located on the primary sand ridge or in designated
shallow aquifer recharge areas as delineated on Figure 3.D.2 of the natural
groundwater aquifer recharge sub -element of the county's comprehensive
plan.
3. Littoral zones shall be provided in accordance with Chapter 934 of this
Code.
4 Where ponds
are greater than one acre in area at normal pool elevation., may use the
stormwater run-off contained in such penA(s) ponds may be used for
irrigation purposes.
5. As the SJRWMD requirements for treatment are equal to; or more
stringent than the county's, the issuance to the applicant of an appropriate
SJRWMD permit, exemption, or waiver for the subject development in
geestiee shall be sufficient and conclusive to show that all water quality
treatment standards contained in this code are satisfied. For issuance of a
Type A, B or C permit, the applicant must show adherence to other
sections of this code related to flood regulation, water rate and quantity
discharge regulation and other appropriate regulations contained herein.
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(e) Discharges from the development project shall be conveyed to a point of legal
positive outfall. Tailwater stages of receiving waters must be taken into account in
design, and off-site conveyance improvements or enlargement of existing
downstream facilities may be required.
(f) A dry detention area shall have an outlet device, and the elevation of that device
shall not be lower than the elevation of the off-site receiving channel or water
body unless protected by a suitably designed flap gate. If the project site is-leeated
has direct outfall i -s to an agency system, the use
of a flap gate must be approved by that agency. The bottom elevation of a dry
detention or retention system or area used for storage, must be a minimum of one
(1) foot above the established wet season water table.
(g) Where permitted, open drainage -ways shall retain natural design characteristics
and be so designed and protected that they do not present a hazard to life or
property. The design shall include measures to protect against scour and erosion
and provide for stable side slopes. Whenever possible, such waterways shall
provide for adequate flushing action by prevailing winds and currents to ensure
the prevention of stagnant water and debris accumulation.
(h) Disposition of stormwater runoff. The stormwater management system for
developments located predominantly on excessively drained soils shall maximize
stormwater infiltration. This shall be accomplished through the use of bottomless
inlets, perforated pipes, under drains, grading to retard runoff, natural or artificial
retention or detention basins, or other methods, depending on the characteristics
of the land area. Specific guidelines are as follows:
1. Areas and lots shall be developed to maximize the amount of rainfall
which is percolated into the soil and to minimize direct overland runoff
into adjoining streets and water courses. Stormwater runoff from roofs and
other impervious surfaces shall be diverted into swales, or terraces on the
lot.
2. Street drainage shall be by grassed swales, where allowed, or curb and
gutter in accordance with county specifications. All curb and gutter
systems shall discharge or direct water into a central stormwater tract or
across a grassed swale area or other filtering medium.
3. Whenever practical, as indicated by soil characteristics, water table
elevation, and topography, the overflow from any swale used shall be
diverted to percolation areas, ponding areas or natural or artificial seepage
basins of sufficient capacity to retain and provide for the maximum
infiltration of stormwater runoff from each drainage area for the design
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storm. Temporary inundation of parking areas is permissible.
4. Whenever practical, except in those development projects where
temporary ponding is allowable pursuant to section 930.07(1)(k), each
percolation or retention area shall include positive drainage facilities
which provide for drainage to a public outfallsi of a lake, or a watercourse
to handle the runoff from storms of longer duration and severity than the
design storm.
5. The area surrounding retention or detention basins is recommended to be
used as public or private open space and shall be grassed.
6. The Soil Survey of Indian River County, Florida, published by the US
Department of Agriculture:1987, shall be the document to determine soil
classification in this chapter. Such soil classification shall be modified by
on-site testing and engineering evaluation.
7. Flood routing analysis for all new local road facilities shall show that the
water elevation shall at no time during the design storm duration exceed
an elevation that would:
a. Permit flood water encroachment outside existing drainage
easements, or right-of-way for a three-year/twenty-four-hour
duration storm;
b. Place more than twenty (20) percent of the front or rear yard area
below the flood water elevation at any time during the ten-
year/twenty-four-hour duration storm;
C. Erweed Be two (2) inches or more above the lowest elevation on
the centerline profile of the roadway for a twenty-five-year/twenty-
four-hour duration storm;
d. r a the kwatieftof Be six (6) inches or less below the finished
floor elevation of any structure for the more ei:«eal of either a
twenty -five-year, twenty -four-hour (25/24) duration storm or a one
hundred -year, three-day (100/72) duration storm, based on which
such storm has the higher water elevation.
8. All new storm sewers discharging into any canal or receiving water body
shall be designed to convey the permitted discharge after tailwater
conditions are considered.
9. All bridges will be designed with the lowest member above the twenty -
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five-year, twenty -four-hour (25/24) and one hundred -year, three-day storm
(100/72) events, or as otherwise directed by the governing water body
agency.
10. All proposed culverts or structures within all F.S. Chapter 298 Water
Control Districts' rights-of-way or easements shall be approved by the
applicable water control district or shall be designed according to the
water control districts' published requirements prior to issuance of a
stormwater management system permit.
11. In all subdivisions not having a centralized stormwater management
system, all side lot and rear lot drainage swal_es shall be a minimum total
of twenty (20) feet wide, ten (10) feet on each side of side lot lines. The
approval of this type of system is at the discretion of the county public
works director and shall erAy be considered only along the crest of the
one -mile Atlantic coastal ridge or barrier island where excessive soil
permeability exists.
12. New subdivisions located in flood hazard areas or with lots smaller than
sixty-five thousand (65,000) square feet, shall not use front, rear or side lot
swales as a method for stormwater runoff treatment, except as provided
for below. Swales for runoff transference (conveyance) are allowed and
shall be designed to maintain a minimum elevation above the twenty -five-
year, twenty -four-hour storm event (one (1) foot above twenty -five-year,
twenty -four-hour storm is recommended) and contain positive flow
(minimum slope of three -tenths (0.3) percent). At the discretion of the
public works director, subdivisions not located in a special flood hazard
area and having lots less than sixty-five thousand (65,000) square feet in
size, are mawobtain a waiver from these swale prohibitions
and restrictions, in part or whole, based on site and soil conditions.
Waivers will be limited to sites located on the barrier island and the
Atlantic coastal ridge running just west of U.S. Highway 1.
13. All new developments located in the shallow aquifer recharge areas
identified in Figure 3.D.2 of the natural groundwater aquifer recharge sub
element of the county's comprehensive plan shall retain the increase in
run-off volume resulting from a twenty -five-year, twenty -four-hour storm
event.
14. All slopes greater than six (6) horizontal to one (1) vertical shall be
sodded. Flatter slopes, depending on site-specific design, may also be
required to be sodded as part of the stormwater management system
permit. The public works director, through the county stormwater permit
process, may require sodding of flatter slopes if warranted by site or
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design characteristics.
(i) Material specifications for culverts and storm sewers. The following pipe
materials are acceptable:
1. Reinforced concrete pipe, fiber reinforced concrete pipe, bituminous
coated corrugated steel pipe, aluminum pipe, aluminum pipe arch,
bituminous -coated structural plate steel pipe, bituminous -coated steel pipe
arch, and HDPE N-12. Other pipe materials may be used, if approved for
the intended use by the Florida Department of Transportation. The
minimum diameter of single-family residential driveway or stormwater
management system discharge culverts shall be twelve (12) inches or its
cross-sectional equivalent;
2. Workmanship and pipe materials shall conform to FDOT Standard
Specifications, latest edition;
3. FDOT approved pipe material shall be used under county right-of-way
pavement and into salt water outfalls. Concrete for reinforced concrete
box culverts shall conform to FDOT Standard Specifications, latest
edition;
4. inlets. Design and spacing of inlets shall be in accordance with FDOT
Standard Specifications, latest edition., or Indian River County
Specifications.
(j) Drainage structures. All cross drains and storm sewers shall have headwalls,
flared -end sections, or terminating structures in accordance with Indian River
County Specifications or FDOT Standard Specifications, latest edition. Endwalls,
inlets, or other appropriate terminating and intermediate structures; and backflow
devices may be required where necessary. Exfiltration systems shall be equipped
with clean outs at all terminating points.
(k) Temporary ponding is allowable in areas specifically designed with high
percolation rates (such as east of SR A -1-A on the Barrier Island). The design
shall be such that ponding does not last more than eight (8) hours. Temporary
ponding in parking lots is permissible, if of shallow depth.
(1) Materials used in drainage facilities which cross, traverse, or encroach upon major
roads as depicted on the Indian River County Thoroughfare Plan shall be of
FDOT approved materials, acceptable to the Indian River Public Works Director
and designed for a minimum fifty-year life.
(m) (1) All stormwater facilities shall be established in dedicated stormwater
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management tracts, easements, or specified common areas. The For subdivisions,
the plat and any homeowners' association documents, property owners'
association documents, condominium documents, deed restrictions, or other
legally binding instruments shall describe the location of such areas, shall
specifically define the mechanism for preservation and maintenance of any
private drainage systems, and shall appeiidentify an entity responsible for
perpetual maintenance and preservation.
(2) All wet detention stormwater management tracts (not including swales)
greater than one-half (0.5) acre at control elevation, shall include a
maintenance area free of obstructions except as otherwise provided below.
The maintenance area shall have a slope not steeper than eight -foot
horizontal to one -foot vertical (8:1) and shall be a minimum of fifteen (15)
feet wide, completely around and outside the area submerged by the
twenty -five-year, twenty -four-hour design stormwater elevation. Within
residential developments, the maintenance area shall be located entirely
within the stormwater management tract and shall not be part of any lot. If
proposed lots or tracts are to be under separate ownership, then the
maintenance area shall be connected to an ingress -egress or other
appropriate easement, or public right-of-way, having a minimum width of
fifteen (15) feet. Open channels and swales in single-family residential
developments shall be located within easements that are a minimum of
fifteen (15) feet wide for access and maintenance.
(3) The requirement of a maintenance easement area and the prohibition of
obstructions in Subsection (m)(2) may be waived in part or in whole by
the public works director based on site and design characteristics, which
may include the following:
1. The ability to maneuver and operate maintenance equipment as
necessary,
2. Preservation of existing trees and native vegetation, and
3. Proposed landscaping improvements. Generally, landscaping
within the maintenance area must be designed using groups of
plantings not exceeding fifty (50) feet in length with a minimum
separation of one hundred (100) feet between planting groups.
Between such groupings a ten -foot wide access path shall be
maintained. The county shall not be responsible for restoration of
any damage to the landscaping that may occur in the event the
county performs maintenance within the maintenance area.
(4) The design of retention or detention facilities within a single-family
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residential development shall meet slope requirements of the county and
any other agency that may employ such criteria. Such retention or
detention facilities designed to impound more than two (2) feet of water
shall be graded to slopes no steeper than four -foot horizontal to one -foot
vertical (4:1) to a minimum depth of two (2) feet below the control
elevation, or a properly designed retaining wall shall be used. Drainage
systems that will not impound more than two (2) feet of water shall not
exceed slopes of three-foot horizontal to one -foot vertical (3:1) unless
otherwise approved by the county or provided for under specific design
criteria by other sections of the land development regulations.
(5) Drainage systems, in all developments other than single-family residential
developments, shall maintain maximum slopes of two (2) horizontal to
one (1) vertical for swales less than or equal to two (2) feet deep and three
(3) horizontal to one (1) vertical for all swales more than two (2) feet
deep.
(6) Dry retention slopes and wet retention slopes above the design normal or
control water elevation shall be grassed or otherwise stabilized. Retention
or detention ponds with any area having more than two (2) feet of water at
design storm or permanent pool; with the exception of ponds or lakes in
golf courses, public parks or in developments in which the pond or lake is
designed to serve as an aesthetic amenity to the development, shall be
fenced with a minimum four -foot high fence as determined by the public
works director.
(7) Maintenance areas shall not be required along shorelines adjacent to
littoral zones, provided that maintenance access is not inhibited to the
remainder of the stormwater management tract. Such access may be
provided by means of an easement around the littoral zone, an ingress -
egress easement of a minimum width of fifteen (15) feet, a turn -around
area within the maintenance area, or as otherwise approved by the public
works director or his designee.
(n) In watershed areas where the county has adopted a stormwater management
master plan, all proposed facilities shall be in conformance with the adopted plan.
(o) Stormwater systems connected to F.S. Chapter 298 Water Control Districts'
facilities shall be designed to discharge no more than the maximum discharge rate
for each respective basin and shall be compatible with the objectives of each
district.
(p) Rainfall runoff from roads, parking lots, roofs, and other impervious surfaces
shall be directed to areas where percolation into the soil can be accomplished
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prior to introduction into any off-site receiving facilities. Pervious areas in the
drainage path shall be covered with grass or suitable ground cover which act as
effective filtering characteristics.
(q) The stormwater management system shall handle all stormwater that flows into,
through and from the project without creating adverse impacts on other lands
served by the stormwater management system or by the receiving waters relative
to flooding, erosion hazards, or water quality and quantity.
(r) No permit required by this chapter shall be issued for any development project
which is designed to discharge directly into; or through an outfall discharging into
"Outstanding Florida Waters designated by Florida Statute 403.061(27), unless
the system is designed in accordance with the following criteria and the criteria of
the St. Johns River Water Management District, in addition to all criteria
otherwise stated by this section:
1. Runoff from roads, parking lots, roofs, and other impervious surfaces shall
be directed to grass swales prior to entering a detention system unless off-
line treatment or central treatment is provided;
2. The system shall be designed in a manner complying with the
requirements of Florida Administrative Code Chapter 17 4.242 62-4.242,
as amended from time to time, and the applicant shall provide the Florida
Department of Environmental Protection (FDEP) FDE documentation
and proof of such compliance.
(s) The applicant shall demonstrate that the development project is not in a special
flood hazard area, as defined in Chapter 901.
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(t) Provisions applying to re -development of existing development.
1. When existing paved local roads are being resurfaced; or rebuilt., the
crown of the road shall be raised to a minimum elevation of the two-
year/twenty-four-hour storm event. The center two (2) lanes of rebuilt
arterial and collector roads shall be at the minimum elevation of the ten-
year/twenty-four-hour storm event.
2. An applicant who is redeveloping Developers e€ a currently developed
site; and who is required for any reason to get a major site plan approval;
or a major modification of an existing land development permit; must
demonstrate that the site has or will have a stormwater management
system conforming to Section 930.07(1)(a) and will meet the water quality
level of service as required in Section 930.07(1) for the area being re-
developed. Stormwater treatment shall be provided for the increase of all
proposed new impervious area and fifty (50) percent of the site's
impervious area for which no runoff treatment has been previously
provided.
3. An applicant who is redeveloping Developers ^£ a currently developed
site; and who is required for any reason to get a minor site plan or
administrative approval; must provide stormwater treatment for the first
inch of runoff for the area being re -developed. The public works director
may modify this requirement based on site or design characteristics.
(2) niao1agemen. Flood protection
requirements. When a development project, building or structure is determined to be within a
fleee SDecial flood hazard area as defined in County Code Chapter 901,
3
_ a +� + + �- 0� the development, building or structure shall
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efurM
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.0ST-1V z
s
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(t) Provisions applying to re -development of existing development.
1. When existing paved local roads are being resurfaced; or rebuilt., the
crown of the road shall be raised to a minimum elevation of the two-
year/twenty-four-hour storm event. The center two (2) lanes of rebuilt
arterial and collector roads shall be at the minimum elevation of the ten-
year/twenty-four-hour storm event.
2. An applicant who is redeveloping Developers e€ a currently developed
site; and who is required for any reason to get a major site plan approval;
or a major modification of an existing land development permit; must
demonstrate that the site has or will have a stormwater management
system conforming to Section 930.07(1)(a) and will meet the water quality
level of service as required in Section 930.07(1) for the area being re-
developed. Stormwater treatment shall be provided for the increase of all
proposed new impervious area and fifty (50) percent of the site's
impervious area for which no runoff treatment has been previously
provided.
3. An applicant who is redeveloping Developers ^£ a currently developed
site; and who is required for any reason to get a minor site plan or
administrative approval; must provide stormwater treatment for the first
inch of runoff for the area being re -developed. The public works director
may modify this requirement based on site or design characteristics.
(2) niao1agemen. Flood protection
requirements. When a development project, building or structure is determined to be within a
fleee SDecial flood hazard area as defined in County Code Chapter 901,
3
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ORDINANCE 2012-036
be subject to the requirements of this section. seetions 930-07(2)(d) d t, 930-07(2)(k) an
(a) Site plans and construction documents.
1 Information for development in flood hazard areas. The site elan or
construction documents for any development subject to the requirements
of these floodplain regulations shall be drawn to scale and shall include,
as applicable to the proposed development:
a Delineation of flood hazard areasfloodwav boundaries and flood
zones base flood elevations and ground elevations if necessary for
review of the proposed development.
i Where flood hazard areas base flood elevations, or floodwav
data are not included on the FIRM or in the Flood Insurance
Study, they shall be established in accordance with Section
930.07(2)(a)2. of these floodplain regulations.
ii. Where theyarcel on which a proposed development will take
place will have more than 50 lots or is larger than 5 acres and
the base flood elevations are not included on the FIRM or in
the Flood Insurance Study, such elevations shall be
established in accordance with Section 930.07(2)(a)2.a. or b.
of these floodplain reizulations.
b Location of the proposed activity and proposed structures, and
locations of existing buildings and structures; in coastal high hazard
areasnew buildings shall be located landward of the reach of mean
high tide -
c. Location extent amount and proposed final grades of any filling,
grading or excavation.
d Where the placement of fill is proposed,,the amount type, and source
of fill material; compaction specifications; a description of the
intended purpose of the fill areas; and evidence that the proposed fill
areas are the minimum necessary to achieve the intended purpose.
e. Delineation of the Coastal Construction Control Line or notation that
the site is seaward of the coastal construction control line if
applicable.
f Extent of any proposed alteration of sand dunes or mangrove stands
provided such alteration is approved by the Florida Department of
Environmental Protection.
g Existing and proposed alignment of any proposed alteration of a
watercourse.
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ORDINANCE 2012-036
The Floodplain Administrator is authorized to waive the submission of site
plans construction documents and other data that are required by these
floodplain regulations but are not required to be prepared by a registered
design professional if it is found that the nature of the proposed
development is such that the review of such submissions is not necessary
to ascertain compliance with these regulations.
2 Information in flood hazard areas without base flood elevations
Lapproximate Zone A) Where flood hazard areas are delineated on the
FIRM and base flood elevation data have not been provided, the
Floodplain Administrator shall:
a Obtain review, and provide to applicants base flood elevation and
floodwav data available from a federal or state agency or other source
or require the applicant to obtain and use base flood elevation and
floodwav data available from a federal or state any or other source;
or
b Where base flood elevation and floodwav data are not available from
another source where the available the data are deemed by the
Floodplain Administrator to not reasonably reflect flooding conditions,
or where the available data are known to be scientifically or
technically incorrect or otherwise inadequate:
i. Require the applicant to develop_ base flood elevation data
prepared in accordance with currently accepted engineering
practices; or
H. Specify that the base flood elevation is three (3) feet above the
highest adjacent grade at the location of the development,
provided there is no evidence indicating flood depths have been
or maybe greater than three (3) feet.
c Where the base flood elevation data are to be used to support a Letter
of Map Change from FEMA advise the applicant that the analysis
shall be prepared by a Florida licensed engineer in a format required
by FEMA and that it shall be the responsibility of the applicant to
satisfy the submittal requirements and pay the processing fees.
3 Additional analyses and certifications As applicable to the location and
nature of the proposed development activity and in addition to the
requirements of this section the applicant shall have the following
analyses signed and sealed by a Florida licensed engineer for submission
with site plans and construction documents:
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ORDINANCE 2012-036
a. For development activities proposed to be located in a regulatory
floodway, a floodway encroachment analysis that demonstrates that
the encroachment of the proposed development 'will not cause any
increase in base flood elevations. Where the applicant proposes to
undertake development activities that do increase base flood
elevations, the applicant shall submit such analysis to FEMA as
specified in Section 930.07(2)(a)4. of these floodplain regulations and
shall submit the Conditional Letter of Map Revision, if issued by
FEMA, with the site plan and construction documents.
b. For development activities proposed to be located in a riverine flood
hazard area for which base flood elevations are included in the Flood
Insurance Study or on the FIRM and floodways have not been
designated, a floodway encroachment analysis which demonstrates
that the cumulative effect of the proposed development, when
combined with all other existing and anticipated flood hazard area
encroachments, will not increase the base flood elevation more than
one 1) foot at any point within the community. This requirement does
not apply in isolated flood hazard areas not connected to a riverine
flood hazard area or in flood hazard areas identified as Zone AO or
Zone AH.
c. For alteration of a watercourse, an engineering analysis prepared in
accordance with standard engineering�practices which demonstrates
that the flood -carrying capacity of the altered or relocated portion of
the watercourse will not be decreased, and certification that the altered
watercourse shall be maintained in a manner which preserves the
channel's flood-carrng capacity, the applicant shall submit the
analysis to FEMA as specified in Section 930.07(2)(a)4. of these
floodplain regulations.
d. For activities that propose to alter sand dunes or mangrove stands in
coastal high hazard areas (Zone V), an engineering analysis that
demonstrates that the proposed alteration will not increase the
potential for flood damage.
e. Copies of analyses and correspondence submitted to FEMA shall be
provided to the Floodplain Administrator.
4. Submission of additional data. When additional hydrologic, hydraulic or
other engineering data studies, and additional analyses are submitted to
support an application the applicant has the right to seek a Letter of Map
Change from FEMA to change the base flood elevations, change floodway
boundaries or change boundaries of flood hazard areas shown on FIRMS,
and to submit such data to FEMA for such purposes. The analyses shall
be prepared by a Florida licensed engineer in a format required by FEMA.
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ORDINANCE 2012-036
Submittal requirements and processing fees shall be the responsibility of
the applicant.
(b) Buildings and structures.
1 Design and construction of buildings structures and facilities exempt
from the Florida Building Code. Pursuant to Section 930.08(2)(b) of these
floodplain regulations buildings structures and facilities that are exempt
from the Florida Building Code including substantial improvement or repair
of substantial damage of such buildings structures and facilities, shall be
designed and constructed in accordance with the flood load and flood
resistant construction requirements of ASCE 24. Structures exempt from the
Florida Building Code that are not walled and roofed buildings shall comply
with the requirements of Section 930.07(2)(h) of these floodplain regulations.
2 Buildings and structures seaward of the coastal construction control line.
If extending, in whole or in partseaward of the coastal construction
control line and also located in whole or in part in a flood hazard area:
a Buildings and structures shall be designed and constructed to comply
with the more restrictive applicable requirements of the Florida
Building Code Building Section 3109 and Section 1612 or Florida
Building Code Residential Section R322.
b Minor structures and non -habitable major structures as defined in
section 161 54 F S shall be designed and constructed to comply with
the intent and applicable provisions of these floodplain regulations and
ASCE 24.
(c) Subdivisions.
1 Minimum requirements Subdivision proposals including,_ proposals for
manufactured home parks shall be reviewed to determine that:
a Such proposals are consistent with the need to minimize flood damage
and will be reasonably safe from flooding;
b All public utilities and facilities such as sewer, gas, electric,
communications and water systems are located and constructed to
minimize or eliminate flood damage; and
c Adequate drainage is provided to reduce exposure to flood hazards; in
Zones AH and AO adequate drainage paths shall be provided to guide
floodwaters around and away from proposed structures.
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ORDINANCE 2012-036
2 Subdivision plats Where any portion of a proposed subdivision, including
a manufactured home park lies within a flood hazard area, the following
shall be required:
a PreliminM plats and final plats shall delineate flood hazard areas,
floodway boundaries flood zones and design flood elevations, as
appropriate Where a subdivision has more than 50 lots or is larger
than 5 acres and base flood elevations are not included on the FIRM,
the base flood elevations shall be determined in accordance with
Section 930.07(2)(a)2.a. or b. of these floodplain regulations.
b Preliminary plats and final plats shall be in compliance with the site
improvement and utilities requirements of Section 930.07(2)(d) of
these floodplain regulations.
c. Each lot depicted on a preliminary plat and final plat must include a
site suitable for constructing a residential building in conformity with
the standards of this chapter.
d. Two (2) or more elevation benchmarks must be established on actual
exterior plat corners and indicated on the final plat. Said elevations
must be referenced to the North American Vertical Datum 1988
(NAVD88) and shall be calculated to within one-hundredth (0.01)
foot. A note shall be placed on the final plat, stating the published
origin of the datum and elevations.
e. PreliminM plats and finals plats with All ~ ee fie agreements f "
er-
eywhangf a lot or lots within the a flood hazard area ^~^ and all
pf-espeet' iftstraffle g title to lots :thin the flood 1,., -ara
zone must eafi�, shall have the following flood hazard warning
prominently displayed on the document:
FLOOD HAZARD WARNING
"This property may be subject to flooding during a one hundred -year
base flood event. You should contact local building and zoning
officials and obtain the latest information regarding flood elevations
and restrictions on development before making plans for the use of this
property."
The f 11 b • ..tie shal4 be ; „ luded o tFinal plats shall
include the following information, as applicable: boundaries of flood
zones; base flood elevations; the date and panel number of the
applicable current flood insurance rate map; and a notation, if
applicable, that a letter of map revision had been applied for prior to
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ORDINANCE 2012-036
final plat approval, but has not yet been granted
(d) Site improvements, utilities and limitations.
1. Minimum requirements. All proposed new development shall be reviewed
to determine that:
a. Such proposals are consistent with the need to minimize flood damage
and will be reasonably safe from flooding;
b. All public utilities and facilities such as sewer, gas, electric,
communications, and water systems are located and constructed to
minimize or eliminate flood damage; and
c. Adequate drainage is provided to reduce exposure to flood hazards; in
Zones AH and AO, adequate drainage paths shall be provided toug ide
floodwaters around and away from proposed structures.
2. Sanitary sewage facilities. All new and replacement sanitary sewage
facilities, private sewage treatment plants (including all pumping stations
and collector systems), and on-site waste disposal systems shall be
designed in accordance with the standards for onsite sewage treatment and
disposal systems in Chapter 64E-6, F.A.C. and ASCE 24 Chapter 7 to
minimize or eliminate infiltration of floodwaters into the facilities and
discharge from the facilities into flood waters, and impairment of the
facilities and systems.
3. Water supply facilities. All new and replacement water supply facilities
shall be designed in accordance with the water well construction standards
in Chapter 62-532.500, F.A.C. and ASCE 24 Chapter 7 to minimize or
eliminate infiltration of floodwaters into the systems.
4. Limitations on sites in re ug latory floodways. No development, including
but not limited to site improvements, and land disturbing activity
involving fill or regrading, shall be authorized in the regulatory floodwav
unless the floodwav encroachment analysis required in Section
930.07(2)(a)3.a. of these floodplain regulations demonstrates that the
proposed development or land disturbing activity will not result in any
increase in the base flood elevation.
5. Limitations on placement of fill. Subiect to the limitations of these
floodplain regulations, fill shall be designed to be stable under conditions
of flooding, including rapid rise and rapid drawdown of floodwaters,
prolonged inundation, and protection against flood -related erosion and
scour. If intended to support buildings and structures (Zone A only), fill
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ORDINANCE 2012-036
shall comply with the requirements of the Florida Building Code in
addition to these requirements -
6. Limitations on sites in coastal high hazard areas (Zone V). In coastal high
hazard areas alteration of sand dunes and mangrove stands shall be
permitted only if such alteration is approved by the Florida Department of
Environmental Protection and only if the engineering analysis required by
Section 930 07(2)(a)3 d of these floodplain regulations demonstrates that
the proposed alteration will not increase the potential for flood damage.
Construction or restoration of dunes under or around elevated buildings
and structures shall comply with Section 930.07(2)(h)8. of these
floodplain regulations.
(e) Manufactured homes.
I . General. All manufactured homes installed in flood hazard areas shall be
installed by an installer that is licensed pursuant to section 320.8249, F.S.
and shall comply with the requirements of Chapter 15C-1 F.A.C. and the
requirements of these floodplain regulations.
2 Foundations All new manufactured homes and replacement manufactured
homes installed in flood hazard areas shall be installed on permanent,
reinforced foundations that:
a. In flood hazards areas (Zone A) other than coastal high hazard areas
are designed in accordance with the foundation requirements of the
Florida Building Code Residential Section R322.2 and these
floodplain regulations.
b. In coastal high hazard areas (Zone V) are designed in accordance with
the foundation requirements of the Florida Building Code, Residential
Section R322.3 and these floodplain regulations.
3 Anchorinz. All new manufactured homes and replacement manufactured
homes shall be installed using methods and practices which minimize
flood damage and shall be securely anchored to an adequately anchored
foundation system to resist flotation collapse or lateral movement.
Methods of anchoring include but are not limited to use of over -the -top
or frame ties to ground anchors This anchoring requirement is in addition
to applicable state and local anchoring requirements for wind resistance.
4 Elevation Manufactured homes that are placed replaced or substantially
improved shall comply with Section 930.07(2)(e)5. or 930.07(2)(e)6.of
these floodplain regulations, as applicable.
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ORDINANCE 2012-036
5. General elevation requirement. Unless subject to the requirements of
Section 930.07(2)(e)6.of these floodplain regulations, all manufactured
homes that are placed, replaced, or substantially improved on sites located:
(a) outside of a manufactured home park or subdivision; (b) in a new
manufactured home park or subdivision, (c) in an expansion to an existing
manufactured home park or subdivision; or (d) in an existing
manufactured home park or subdivision upon which a manufactured home
has incurred "substantial damage" as the result of a flood, shall be elevated
such that the bottom of the frame is at or above the elevation required, as
applicable to the flood hazard area in the Florida Building Code,
Residential Section R322.2 (Zone A) or Section R322.3 (Zone V).
6. Elevation requirements for certain existing manufactured home parks and
subdivisions. Manufactured homes that are not subject to Section
930.07(2)(e)5. of these floodplain regulations, including manufactured
homes that are placed replaced or substantially improved on sites located
in an existing manufactured home park or subdivision, unless on a site
where substantial damage as result of flooding has occurred, shall be
elevated such that either the:
a. Bottom of the frame of the manufactured home is at or above the
elevation required as applicable to the flood hazard area, in the
Florida Building, (erode Residential Section R322.2 (Zone A) or
Section R322.3 (Zone V); or
b Bottom of the frame is supported by reinforced piers or other
foundation elements of at least equivalent strength that are not less
than 36 inches in height aboverg ade.
7 Enclosures Fully enclosed areas below elevated manufactured homes
shall comply with the requirements of the Florida Building Code,
Residential Section R322 for such enclosed areas, as applicable to the
flood hazard area.
8. Utility eauipment. Utility equipment that serves manufactured homes
including electric heating ventilation, plumbing, and air conditioning
equipment and other service facilities shall comply with the requirements
of the Florida Building Code Residential Section R322, as applicable to
the flood hazard area.
(f) Recreational vehicles and park trailers.
1 Temporga placement Recreational vehicles and park trailers placed
temporarily in flood hazard areas shall:
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ORDINANCE 2012-036
a. Be on the site for fewer than 180 consecutive days; or
b. Be fully licensed and ready for highway use, which means the
recreational vehicle or nark model is on wheels or jacking system, is
attached to the site only by quick -disconnect type utilities and security
devices, and has no permanent attachments such as additions, rooms,
stairs, decks and porches.
2. Permanent placement. Recreational vehicles and park trailers that do not
meet the limitations in Section 930.07(2)(fll. of these floodplain
regulations for temporary placement shall meet the requirements of
Section 930.07(2)(e) of these regulations for manufactured homes.
(g) Tanks.
1. Underground tanks. Underground tanks in flood hazard areas shall be
anchored to prevent flotation, collapse or lateral movement resultingfrom
rom
hydrodynamic and hydrostatic loads during conditions of the design flood,
including the effects of buoyancy assuming the tank is empty.
2 Above -ground tanks, not elevated. Above -ground tanks that do not meet
the elevation requirements of Section 930.07(2)(g)3.of these floodplain
regulations shall:
a. Be permitted in flood hazard areas (Zone A) other than coastal hiah
hazard areas, provided the tanks are anchored or otherwise designed
and constructed to prevent flotation, collapse or lateral movement
resulting from hydrodynamic and hydrostatic loads during conditions
of the design flood, including the effects of buoyancy assuming the
tank is empty and the effects of flood -borne debris.
b. Not be permitted in coastal high hazard areas (Zone V).
3. Above -Around tanks. elevated. Above -around tanks in flood hazard areas
shall be attached to and elevated to or above the design flood elevation on
a supporting structure that is designed to prevent flotation, collapse or
lateral movement during conditions of the design flood. Tank -supporting
structures shall meet the foundation requirements of the applicable flood
hazard area.
4. Tank inlets and vents. Tank inlets, fill openings, outlets and vents shall
be:
a. At or above the design flood elevation or fitted with covers designed to
prevent the inflow of floodwater or outflow of the contents of the tanks
during conditions of the design flood, and
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b Anchored to prevent lateral movement resulting from hydrodynamic
and hydrostatic loads including the effects of buoyancy, during
conditions of the design flood.
(h) Other development.
1 General requirements for other development All development, including
man-made changes to improved or unimproved real estate for which
specific provisions are not specified in these floodplain regulations or the
Florida Building Code, shall:
a Be located and constructed to minimize flood damage;
b Meet the limitations of Section 930.07(2)(d)4, of these floodplain
regulations if located in a regulated floodways
c Be anchored to prevent flotation collapse or lateral movement
resulting from hydrostatic loads including the effects of buovancv,
during conditions of the design flood;
d Be constructed of flood damage -resistant materials; and
e Have mechanical plumbing and electrical systems above the design
flood elevation except that minimum electric service required to
address life safety and electric code requirements is permitted below
the design flood elevation provided it conforms to the provisions of the
electrical art of building code for wet locations.
2 Fences in regulated floodways. Fences in regulated floodways, such as
stockade fences and wire mesh fences that have the potential to block the
passage of floodwaters shall meet the limitations of Section 930.07(2)(04.
of these floodplain regulations.
3 Retaining walls sidewalks and driveways in regulated floodways.
Retaining walls sidewalks and driveways that involve the placement of
fill in regulated floodways shall meet the limitations of Section
930.07(2)(d)4. of these floodplain regulations.
4 Roads and watercourse crossings in regulated floodways. Roads and
watercourse crossings including roads bridges culverts, low-water
crossings and similar means for vehicles or pedestrians to travel from one
side of a watercourse to the other side that encroach into regulated
floodways shall meet the limitations of Section 930.07(2)(d)4. of these
floodplain regulations. Alteration of a watercourse that is part of a road or
watercourse crossing shall meet the requirements of Section
930.12(2)(b)3. of these floodplain regulations.
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5. Concrete slabs used as parking pads, enclosure floors, landings decks
walkways, patios and similar nonstructural uses in coastal high hazard
areas (Zone V1. In coastal high hazard areas, concrete slabs used as
parking pads, enclosure floors, landings, decks, walkways,patios and
similar nonstructural uses are permitted beneath or adjacent to buildings
and structures provided the concrete slabs are designed and constructed to
be:
a. Structurally independent of the foundation system of the building or
structure;
b. Frangible and not reinforced, so as to minimize debris during flooding
that is capable of causing significant damage to any structure; and
c. Have a maximum slab thickness of not more than four (4) inches.
6. Decks and patios in coastal high hazard areas (Zone V). In addition to the
requirements of the Florida Building Code, decks and patios in coastal
high hazard areas shall be located, designed, and constructed in
compliance with the following_
a. A deck that is structurally attached to a building or structure shall have
the bottom of the lowest horizontal structural member at or above the
design flood elevation and any supporting members that extend below
the design flood elevation shall comply with the foundation
requirements that apply to the building or structure, which shall be
designed to accommodate any increased loads resulting from the
attached deck.
b. A deck or patio that is located below the design flood elevation shall
be structurally independent from buildings or structures and their
foundation systems, and shall be designed and constructed either to
remain intact and in place during design flood conditions or to break
apart into small pieces to minimize debris during flooding that is
capable of causing structural damage to the building or structure or to
adjacent buildings and structures.
c. A deck or patio that has a vertical thickness of more than twelve (12)
inches or that is constructed with more than the minimum amount of
fill necessary for site drainage shall not be approved unless an analysis
prepared by a qualified registered design professional demonstrates no
harmful diversion of floodwaters or wave runup and wave reflection
that would increase damage to the building or structure or to adjacent
buildings and structures.
d. A deck or patio that has a vertical thickness of twelve (12) inches or
less and that is at natural grade or on nonstructural fill material that is
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ORDINANCE 2012-036
similar to and compatible with local soils and is the minimum amount
necessary for site drainage may be approved without requiring analysis
of the impact on diversion of floodwaters or wave runup and wave
reflection.
7. Other development in coastal high hazard areas (Zone V). In coastal high
hazard areas, development activities other than buildings and structures
shall be permitted only if also authorized b theppropriate state or local
authority; if located outside the footprint of, and not structurally attached
to, buildings and structures; and if analyses prepared by qualified
registered design professionals demonstrate no harmful diversion of
floodwaters or wave runup and wave reflection that would increase
damaize to adjacent buildings and structures. Such other development
activities include but are not limited to:
a. Bulkheads, seawalls, retaining walls, revetments, and similar erosion
control structures;
b. Solid fences and privacy walls, and fences prone to trapping debris,
unless designed and constructed to fail under flood conditions less than
the design flood or otherwise function to avoid obstruction of
floodwaters; and
c. On-site sewage treatment and disposal systems defined in 64E-6.002,
F.A.C., as filled systems or mound systems.
8. Nonstructural fill in coastal high hazard areas (Zone U. In coastal high
hazard areas:
a. Minorrg ading and the placement of minor quantities of nonstructural
fill shall be permitted for landscaping and for drainage purposes under
and around buildings.
b. Nonstructural fill with finished slopes that are steeper than one unit
vertical to five units horizontal shall be permitted only if an analysis
prepared by a qualified registered design professional demonstrates no
harmful diversion of floodwaters or wave runup and wave reflection
that would increase damage to adjacent buildings and structures.
c. Where authorized by the Florida Department of Environmental
Protection or applicable local approval, sand dune construction and
restoration of sand dunes under or around elevated buildings are
permitted without additional engineering analysis or certification of
the diversion of floodwater or wave runup and wave reflection if the
scale and location of the dune work is consistent with local beach -dune
morphology and the vertical clearance is maintained between the top
of the sand dune and the lowest horizontal structural member of the
building.
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ORDINANCE 2012-036
() Additional requirements.
1. Cut and fill. An equal volume of storage capacity must be created for any
volume of the base flood that would be displaced by fill or structures
except for the following instances:
a. Those development projects within the special flood hazard area one
hundred year- fleedplain along the Indian River Lagoon when granted
a waiver from the cut and fill balance requirements by the board of
county commissioners. In the special flood hazard area ene h„ dr -ed
eff fleedph6n of the Indian River Lagoon, an equal volume of
storage capacity must be created for any volume of the base flood that
would be displaced by fill or structures below elevation two and one-
half (2.5) feet NAVD88, or the ten-year flood elevation which has
been determined in the Flood Insurance Study by FEMA, whichever is
greater. The board of county commissioners may, in its discretion,
grant a waiver from the provisions of this subsection upon the
affirmative showing of the applicant, by means of a competent
engineering study, that the development project is situated in an
estuarine environment and that the development project, as designed,
will meet all other requirements of the storrnwater management and
flood protection chapter and will not create a material adverse impact
on flood protection on other lands in the estuarine environment.
b. F-ef Subdivided lots of less than one (1) acre in area that existed prior
to July 1, 1990. At such time as the county may create or cause to be
brought into existence a stormwater utility, or other entity charged
with managing drainage concerns., the requirements of this section will
apply for lots less than one (1) acre in area existing prior to July 1,
1990, if the utility or entity has the authority to compensate for fill
added in special flood hazard areas mains by administering a
program that causes compensation for fill added on individual lots to
be mitigated by contribution to an off site mitigation fund for a central
facility or facilities, owned by the county, the stormwater utility, or
other entity.
c. Those development projects, located in the St. John's Marsh and
within either the Terra Ceia, Holopaw, Delray, Canova, Gator, or
Floridian soil types (as described in the United States Department of
Agriculture Soil Conservation Service Soil Survey of Indian River
County, latest edition) for which a cut and fill waiver has been granted
by the board of county commissioners. The board of county
commissioners may, in its discretion, grant a waiver from the
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ORDINANCE 2012-036
provisions of this subsection upon the affirmative showing of the
applicant, by means of a competent engineering study, that the
development project, as designed, will meet all other requirements of
the stormwater management and flood protection chapter and will not
create a material adverse impact on flood protection.
d. Development located within the Vero Lake Estates Municipal Services
Taxing Unit as referenced in Ordinance No. 84-81, for which a cut and
fill waiver has been granted by the board of county commissioners.
The board of county commissioners may, in its discretion, grant a
waiver from the provisions of this subsection upon the affirmative
showing of the applicant, by means of a competent engineering study,
that the development project, as designed, will meet all other
requirements of the stormwater management and flood protection
chapter and will not create a material adverse impact on flood
protection.
No structure or fill shall be permitted within the limits of the floodway of
the St. Sebastian River, South Prong except as provided by
930.07(2)(a)3.a.
2. No development will be allowed that poses a significant threat of releasing
harmful quantities of pollutants to surface waters or groundwaters during
flooding.
3. If fill is used for foundation support, the elevation of the soil support shall
not be greater than that which would result from the erosion reasonably
anticipated as a result of the design storm conditions.
4. All roads shall be set at or above the ten-year flood elevation, but in no
case shall a road be constructed at an elevation below five (5) feet above
sea level. All roads shall be designed to maintain drainage flow beneath
the road bed so that equalization may occur.
5. If the a development project is in a special flood hazard
area, it must be demonstrated, in addition to compliance with section
930.07(2), that:
a. The elevation or velocity of the base flood will not be increased as a
result of any obstruction or displacement of flood waters.
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ORDINANCE 2012-036
b. There is no significant threat of releasing quantities of pollutants
which have the effect of degrading water quality below standards
established in Florida Administrative Code Chapter 17-3, as amended
from time to time, to surface or groundwater during the base flood.
c. The capacity of the critical flood zone to store and convey surface
waters or perform other significant water management functions will
not be impaired.
r_
>
>
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ORDINANCE 2012-036
ntt a .. .,tom., ;stent t the need +„ o fleed
a. All ...,..�.�......., ...,......., ...,.,...... .............., __.,.,�.
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NVIPPRIMIRIM
VMS
WAIN
1k -N.W1,
Jim
-
men
Lim
a
~2,
,-
ntt a .. .,tom., ;stent t the need +„ o fleed
a. All ...,..�.�......., ...,......., ...,.,...... .............., __.,.,�.
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ORDINANCE 2012-036
8. The ydevelopment rublie works r
review, and feasenably u4ilize any base flood elevafien and fleedway data
available fefnfederal, state, or-th o ..l..a:,,g data ao..ol..«oa
new + t'en, substantial + er-other- ao ole o..t ; A
Zones on the raeuiAy's FIRM fneet the standards in subseefiens-(2,1"b""
(2)(�7�S., (y�b.\1�(2X)11V?., MVb,l1 A.a (2)(b.\1 � .b O f t..b.`:s
1.+ ,,.," ""
seetion. He
'ease sM1 suehdevelopment
eighteenzone be less than ( )
inehes above the er-e-A% of the read or -
elevation required by the T«a:.,« D:..o« !`.....ft.. Tlo...++.t+nen4 444e.,lt1. TF
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. ...........
8. The ydevelopment rublie works r
review, and feasenably u4ilize any base flood elevafien and fleedway data
available fefnfederal, state, or-th o ..l..a:,,g data ao..ol..«oa
new + t'en, substantial + er-other- ao ole o..t ; A
Zones on the raeuiAy's FIRM fneet the standards in subseefiens-(2,1"b""
(2)(�7�S., (y�b.\1�(2X)11V?., MVb,l1 A.a (2)(b.\1 � .b O f t..b.`:s
1.+ ,,.," ""
seetion. He
'ease sM1 suehdevelopment
eighteenzone be less than ( )
inehes above the er-e-A% of the read or -
elevation required by the T«a:.,« D:..o« !`.....ft.. Tlo...++.t+nen4 444e.,lt1. TF
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ORDINANCE 2012-036
• , .�'�'letis�
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ORDINANCE 2012-036
t+ + ,A4 Zones A99, AE, .a A14 on the «+.. FIRM r sh l l l.u:'`
equipment and other- sefviee >ineluding>
eleva4ed to
one ha4f (0.5) feet or- more above the base fleed evel.
3. All fiew eenstmetien and substantial As of nefffesideftfial
anj A 14 en the eounty's FIRM
e- jewest
- Have
- --- heating �equipment, «.,+:plumbing
0+;1 v equipment,
ine! ing duetwer-k, eleveAed te efie half (0.5) feet of more above
t r + �
t > i
1. T +l,er- with at4eadant+'1'+. ' sanitary f '1'+' be designed
so theA any area elevated less than one half (0-5) foot above
base fleed level ef the st-fue4we is wateftightA4� walls
and hydr-edynamie leads and- effeets of buoyaney,
L 1 .l + 1_ eseoru-afbeeNki+l. +
.+ .,... r.+:------ad---.-� --+ -- + pe ofolo + ' '+ ,
ciiv'it`
¢ Where a neiffesidential + +we is intepAed to be faadevex+ t4 1"i beleeensvv
the base fleed level.!
+ +' ,and shall+'f<� « +l. 1.
+ +0 design a«.1 methods o f
for- meeting the applieable provisions of serfien 930.07(2)(b)3. .,
U A .l
(in r -elation to -mean sea level) to whieh'sueh stfuetufes are R
pr,eefed shall be maintained by the reeffmmaity developme
G A 11 new eens+ +'on ' + +' 1 -
-+ +l. + aiiY cixoxoa`�
areas below the leweA floor- theA are st ding shall be desipe
fl --A -r—e—,en emtefief wails by
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ORDINANCE 2012-036
6 All fnaffHAetffed t, n to be r «laee.l „ substantially i '; ea . 4t1.i«
IL
�
ZefiesA 99, AM, a AE of tche-eeurrty's r-IrpQ�'rrshall be elevated o...,.
is t one half (05) feet or-moreabove the lane fleea elevation; a -ad 1.e
aanee •41, the provisions of nee4ie« 930.07(24(a)12. and Cee4i_en
15C 1.10 >nr M»..»f tufo t--------- must not be ----t tled in
rvgulmefy Roadway or- eeastal hi0i hazard area.
7 Within any AQ zone on the eo nt.>'n FIRM, .I.all new «n4.etion and
J
substantial «4n ..f«e ide«4ia4 nor eturea n1.n11 haw the lowest
flleer- ! 1 1' 1.a «4\ ele n4n.a above 41+0 1.:el,ent adj ent e«a.le at
e e IIL _llbu
/ V
least 0.5 feet higher t1.n 41.0 .aeptl. « ,Y.b.e.• o«e .{1edin_feet ..n the
eeupt FIRM (M least 4.. and one half (2 W2) feet if «., depth number -IS
of the ground sur&ee prior- to eenstmetion ae*t to the pfoposed wall of th-e
8 Within A n Zone the n «t.,'n FIRM all new en nt«. e4ie «,1
J r II la�� ♦ vv«
a. TJave t1. lowest floor- !' 1 /1' a ta a «4\ a«1 eLee
. Ment, neat equimcirryeirriui•on equipment,
.VeYKn1
t
., .1,b
equipment, «di4ie «4 a« 1 other- e e f:...:1:4:0
1 .1' .1 t L elevated above the highest a.liaee«t .,,.a le n4
•aia�auab ..aiay.. .. va.�, �-.�-....�... above ---- ---C----_ _- J__-____ O__
l 4 0.5 feet t,er- ti, t1.a« the depth« «iber_n..eeifiea in f 1.
feet e« 40
b r
4. FIRM (at leant two a«.1 efte half (2 V2) feet if no .le«41.
IIv u�N�
number- ; oeified)
;
b Tegether- with attendant utility and «itn..., & eili4ien 1.e «tetel.
LL31 1 KV •„ �+
flood proofed to that level to fneet the fleed pr-eefing stand -
n Withanyin A99 Zones on the a «t.,'n FIRM the standards of (2)(a)1.
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ORDINANCE 2012-036
,
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.
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mom pwb
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ORDINANCE 2012-036
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Mr. FP.WMv
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ORDINANCE 2012-036
b. The eleyeAed peftien of the a and � �YY a
foundatie
system shall not be subjeet to >displaeement,
or- ethe
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1
2,10-1111.0
b. The eleyeAed peftien of the a and � �YY a
foundatie
system shall not be subjeet to >displaeement,
or- ethe
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ORDINANCE 2012-036
•
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ORDINANCE 2012-036
va for- F n.l.,+:n suppeiI o athe olt;f the ;1 t ll n,.t 1.0
e. .efsuhauu cava v�greater- than that whieh would result ffefa the mably em6eipated asfesult of the design stem eendifiens.
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Mpr
ft'
Willi
i
_5
•
•11!
a FMfVTAwATffff91kTA
va for- F n.l.,+:n suppeiI o athe olt;f the ;1 t ll n,.t 1.0
e. .efsuhauu cava v�greater- than that whieh would result ffefa the mably em6eipated asfesult of the design stem eendifiens.
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ORDINANCE 2012-036
Jim
a
MW M.WriMMMMM"Mir.w.w.
i. The eleve6en or. veleeity of the base fleed will not be iner-eased as a result
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a
Mi
a.
i. The eleve6en or. veleeity of the base fleed will not be iner-eased as a result
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ORDINANCE 2012-036
(3) Type B stormwater managementsystem - flood protection permit (SWMS Type
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a
s
„.
p"T.9 TIN
s
a
MAIM"
(3) Type B stormwater managementsystem - flood protection permit (SWMS Type
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ORDINANCE 2012-036
B1 A Type `B" stormwater management system- flood protection permit is required prior to the
construction of any stormwater conveyance treatment and discharge associated with
development activities other than construction of an individual detached single-family
residential building or structure on property that is partially or wholly encumbered by a special
flood hazard area or coastal high hazard area The Type "B" permit shall be issued upon the
applicant demonstrating compliance with applicable criteria of Section 930.07(2).
(4) Stormwater management and flood protection permit (Type Q. A Type "C"
permit or flood protection permit is required prior to the construction of an individual detached
single-family residence, duplex residence or accessory structure which is located in a #deed
hazesd zone special flood hazard area as defined in seeti ,., 930 n'"'vs) County Code Chapter
901. The Type "C" permit shall be issued upon the applicant demonstrating compliance with
applicable criteria of Section 930.07(2).
Section 930.071. Drainage basin maximum discharge rates.
(1) Procedure. No maximum discharge rate shall be adopted for any drainage basin
over which Indian River County has jurisdiction except by ordinance. The proposed maximum
discharge rate for each basin shall be workshopped prior to the scheduling of the adoption public
hearings.
Q Basin maximum discharge rates. Basin maximum discharge rates shall be
based on a twenty -five-year, twenty -four-hour storm event over a seventy -two-hour period.
(3) Adopted basin maximum discharge rates The flowing maximum discharge rates
are hereby adopted:
Drainage Basin Maximum
Discharge Rate
B-1 (Beach)
B-2 (Beach)
B-3 (Beach)
B-4 (Beach)
B-5 (Beach)
R-1 Indian River)
R-2 Indian River)
R-3 (Indian River)
R-4 (Indian River)
R-5 (Indian River)
R-6 (Indian River)
R-7 (Indian River)
M-1 (Indian River 2"/24 hours
Farms WCD)
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ORDINANCE 2012-036
M-2 (Sebastian
2"/24 hours
River WCD)
M-3
(Sebastian/Roseland
/Flemin Grant)
M-4 (Corrigan
Ranch/ Vero Lake
Estates)
M-5 (Fellsmore
2"/24 hours
WCD)
SJ -1 (St. Johns
WCD)
SJ -2 (St. Johns
Marsh)
SJ -3 (Talbot
Terrace)
SJ -4 (Delta Farms
WCD)
Section 930.08. Permit requirements. Required information for- permit appheations
(1) Type A permit. A detailed description and drawing (scale one inch equals fifty
(50) feet or larger) of the proposed stormwater management system shall be submitted to the
community development director by a Florida registered engineer or, for any development
project constructed on a site of one (1) acre or less, a Florida registered architect= as long as any
engineering service involved in the design is purely incidental to the architect's practice, as
provided for in Florida Statutes § 481.229(4), as may be amended from time to time. The
following information shall be required:
(a) Hydrologic data including design rainfall, project drainage area, tributary offsite
drainage area, percolation tests, existing and proposed impervious area and soil
characteristics including depth to wet season high water table. Soil borings spaced
no more than four hundred (400) feet apart to a minimum depth of six (6) feet
shall be provided. Alternative representative soil profiles are allowed if approved
in writing by the public works director and if demonstrated to be from a reliable
and generally recognized source. A one -foot interval contour topographic map of
the development area, including offsite area of sufficient size to indicate the
general neighboring elevations, drainage patterns and transition grades, shall be
provided. Justification for wet season water table assumptions shall be provided.
(b) Hydrologic calculations for determining existing and proposed stormwater runoff.
(c) Hydraulic data including receiving water stages, stage -storage and stage -
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ORDINANCE 2012-036
discharge data for proposed retention and/or detention facilities, and percolation
test data as per the following procedure:
1. The test holes shall be located as close as possible to the proposed location
of exfiltration trench or other percolation facility (vertical and horizontal)
and, if critical, to a depth two (2) feet below the water table at the time of
the test.
2. A hole for each test of approximately twelve (12) inches diameter (or as
required for a maximum clearance of one-half ( 1/2) inch between the hole
and test casing) is excavated to the required depth and the casing is
lowered into the hole with a minimum of twelve (12) inches extending
above the surface of the grade.
3. The test casing shall consist of a pipe that is a least eight (8) inches in
diameter with perforations in approximately the bottom seventy-five (75)
percent of the length as measured from the surface. The bottom of the
casing shall be pointed. Exfiltration increments shall be measured with a
suitable gauging device.
4. Fill the test bore to six (6) inches above the surface of the existing grade
and run the test no later than two (2) hours after the level has exfiltrated to
below surface of existing grade. In all cases test runs are to start only after
the first two (2) inches have exfiltrated. If a dry season condition exists,
the test shall begin when the soil is moist and a wet season is simulated.
5. Run tests for at least thirty (30) minutes and record at least the date,
weather, project name, name of person conducting test, test number,
location on-site, sketch of hole and casing, groundwater conditions,
incremental drop and time, and subsurface soil information. Information
shall be tabulated and attested to by a registered professional engineer,
licensed to practice in the State of Florida. The county public works
department reserves the right to witness the test procedure. Exfiltration
rates for designing the site drainage facilities shall be determined by the
developer's engineer from these tests based on percolation rate
experienced at the elevation of the proposed system using a safety factor
of two (2) or greater. Alternate percolation or permeability tests
procedures may be used if approved in writing by the public works
department prior to their use.
(d) Hydraulic calculations for sizing channels, culverts, inlets, retention/detention
ponds, pond discharge structures, and determining discharge rates and maximum
water surface elevations.
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ORDINANCE 2012-036
(e) Erosion and sedimentation control plans, during and after construction.
(f) Statement of all assumptions and reference sources used in conduct of the study.
(g) If soils are to be removed, submit a plan showing the removal and replacement of
unsatisfactory soils for approval.
(h) Where percolation is proposed, at least one (1) boring per basin, sha4lbe
wed. Said borings shall be to a depth of twenty (20) feet below the invert of
the basin or to a depth sufficient to locate the groundwater table or impervious
soil layer. If the stormwater management system utilizes percolation in the design,
a minimum of one (1) soil permeability analysis per stormwater tract, with a
maximum spacing of two hundred (200) feet between percolation test sites, must
be provided by the soil testing company and clearly demonstrated in the soil
investigation report.
(i) A general description of the manner in which the stormwater management system
is to be maintained, indicating who or what entity shall be responsible and by
what method the responsibility shall be created and documented.
(j) A list of all agencies (state, federal or local) having permit jurisdiction for the
project. A copy of all state, local, SJRWMD, and federal permits shall be
submitted prior to issuance of a building permit. In cases where a surface water
management permit is required from the SJRWMD, identical plans and
calculations shall be submitted for review and coordination between the county
and the SJRWMD.
(2) Type B permit and Type C permit. Any owner or owner's authorized agent
(hereinafter "applicant") who intends to undertake any development activity within the scope of
the floodplain regulations in this chapter, including buildings structures and facilities exempt
from the Florida Building Code which is wholly within or partially within any flood hazard area
shall first make application to the Floodplain Administrator and the Building Official, if
applicable and shall obtain the required Type B or Type C Permit(s) and approvals). No such
permit or approval shall be issued until compliance with the requirements of these floodplain
regulations and all other applicable codes and regulations has been satisfied.
(a) Floodplain development permits or approvals Type B and Type C permits or
approvals shall be issued pursuant to the floodplain regulations in this chapter for any
development activities within a special flood hazard area, irrespective of whether or
not the development activity is subject to the requirements of the Florida Buildin>?
Code including buildings structures and facilities exempt from the Florida
Building Code Depending on the nature and extent of proposed development that
includes a building or structure the Floodplain Administrator may determine that a
floodplain development permit or approval is required in addition to or in lieu of a
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ORDINANCE 2012-036
building permit.
(b) Buildings, structures and facilities exempt from the Florida Building Code.
Pursuant to the requirements of federal regulation for participation in the National
Flood Insurance Program (44 C.F.R. Sections 59 and 60), floodplain development
permits or approvals shall be required for the following buildings, structures and
facilities that are exempt from the Florida Building Code and any further
exemptions^ provided by law, which are subject to the requirements of these
floodplain regulations:
1. Railroads and ancillary facilities associated with the railroad.
2. Nonresidential farm buildings on farms, as provided in section 604.50, F.S.
3. Temporary buildings or sheds used exclusively for construction purposes.
4. Mobile or modular structures used as temporary offices.
5. Those structures or facilities of electric utilities, as defined in section 366.02,
F.S. which are directly involved in the generation, transmission, or
distribution of electricity.
6. Chickees constructed by the Miccosukee Tribe of Indians of Florida or the
Seminole Tribe of Florida. As used in this paragraph, the term "chickee"
means an open -sided wooden but that has a thatched roof of palm or palmetto
or other traditional materials and that does not incorporate any electrical,
plumbing, or other non -wood features.
7 Family mausoleums not exceeding 250 square feet in area which are
prefabricated and assembled on site or preassembled and delivered on site and
have walls roofs and a floor constructed of granite marble, or reinforced
concrete.
8. Temporary housing vrovided by the Department of Corrections to an
prisoner in the state correctional system.
9 Structures identified in section 553.73(10)(k), F.S., are not exempt from the
Florida Building Code if such structures are located in flood hazard areas
established on Flood Insurance Rate Maps.
(c) Application for a Type B or Type C permit or approval. To obtain a floodplain
development permit or approval the applicant shall first file an application in
writing on a form furnished by the community. The information provided shall:
1. Identifv and describe the development to be covered by the permit or
approval.
2 Describe the land on which the proposed development is to be conducted by
legal description street address or similar description that will readily identify
and definitively locate the site.
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3. Indicate the use and occupancy for which the proposed development is
intended.
4. Be accompanied by a site plan or construction documents as specified in
Section 930.07(2)(a) of these floodplain regulations.
5. State the valuation of the proposed work.
6. Be signed by the applicant or the applicant's authorized agent.
k4 Additional application information. In addition to the information required for
Type A permits in subsection 930.08(1) of this chapter, an applicant for a Type B
permit shall submit to the community development director all information
showing compliance with section 930.07(2) of this chapter_ For Type "C" permits,
an applicant shall submit information showing compliance with Section 930.07(2)
of this chapter and all information required in section 930.08(2)(a through (c).
and the following.:
e) Validitv of hermit or approval. The issuance of aType B or Tyne C permit or
approval pursuant to the floodplain regulations in this chapter shall not be
construed to be a permit for or approval of, any violation of these regulations, the
Florida Building Codes or any other regulations of this community. The issuance
of permits based on submitted applications, construction documents, and
information shall not prevent the Floodplain Administrator from requiring the
correction of errors and omissions.
t� Expiration. A floodplain development permit or approval shall become invalid
unless the work authorized by such permit is commenced within 180 days after its
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issuance or if the work authorized is suspended or abandoned for a period of 180
days after the work commences. Extensions for periods of not more than 180 days
each shall be requested in writing and Justifiable cause shall be demonstrated.
(g) Suspension or revocation The Floodplain Administrator is authorized to suspend
or revoke a floodplain development permit or approval if the permit was issued in
error, on the basis of incorrect inaccurate or incomplete information, or in
violation of these floodplain regulations or any other regulation, ordinance, or
requirement of this community.
(h) Other permits required Floodplain development permits and building permits
shall include a condition that all other applicable state or federal permits be
obtained before commencement of the permitted development. Such applicable
state or federal permits include but are not limited to the following:
1. The St Johns River Water Management District; Section 373.036, F.S.
2. Florida Department of Health for onsite sewage treatment and disposal
systems; Section 381.0065 F.S. and Chapter 64E-6, F.A.C.
3. Florida Department of Environmental Protection for construction,
reconstruction changes or physical activities for shore protection or other
activities seaward of the coastal construction control line; Section_ 161.141,
F.S.
4. Florida Department of Environmental Protection for activities subject to the
Joint Coastal Permit; Section 161.055, F.S.
5. Florida Department of Environmental Protection for activities that affect
wetlands and alter surface water flows in conjunction with the U.S. Army
Corps of Engineers; Section 404 of the Clean Water Act.
Section 930.09. Required information to be submitted by Type B and C permit applicants
after issuance of permit.
Applicants r-ereeiving for Type B or Type C permits shall provide to the community
development director a flood elevation or flood -proofing certification after the lowest floor is
completed, or in instances where the structure is in a coastal high hazard area, after placement of
the horizontal structural members of the lowest floor. Within twenty-one (21) calendar days of
establishment of the lowest floor elevations, or flood -proofing by whatever construction means,
or upon placement of the horizontal structural members of the lowest floor, whichever is
applicable, it shall be the duty of the permit holder to submit to the community development
director, a certification of the elevation of the lowest floor, flood -proofed elevation, or the
elevation of the lowest portion of the horizontal structural members of the lowest floor,
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
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engineer and certified by same. When flood -proofing 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) calendar day period
prior to submission of the certification shall be at the permit holder's risk. The community
development director shall review the flood elevations survey data submitted and shall respond
promptly as to any deficiencies noted. Deficiencies detected by such review shall be corrected by
the permit holder immediately and prior to further work being permitted to proceed. Failure to
submit the survey, or failure to make said corrections required hereby, shall be cause to issue a
stop -work order for the project.
Section 930.110. Permit application and review procedures.
(1) Preliminary permit application. Any person who is in doubt as to whether a
proposed activity requires a permit under this chapter may request a review by the community
development department upon completion of a preliminary application form supplied by the
department. No fee shall be charged for a preliminary application. The preliminary application
form shall be filed by the owner/applicant and shall contain the following elements:
(a) A location map;
(b) A statement and sketch expressing the intent and scope of the proposed project;
(c) Review. The completed preliminary application shall be submitted to the
community development director to be reviewed by the community development
director and the public works director. Within ten (10) working days after
submission of the completed preliminary application, the community
development director will notify the applicant that either the project is approved,
that it is exempt, or that a formal permit application must be filed for the project.
(2) Type A or B stormwater management system permit application. If a Type A or
Type B permit is required for the project, the applicant shall furnish all required stormwater
management information, together with flood protection information, if applicable, to the
community development director on forms furnished by the department. The permit application
shall not be submitted until the project has been approved by TRC, or the project has otherwise
been determined acceptable for permitting by the county. The public works department shall
review the application and render a decision as to whether the requirements of this chapter are
met within fifteen (15) working days.
(3) Type C permit application. If a Type C permit is required for the project, the
applicant shall furnish all necessary flood protection information to the community development
director, or his designee, on forms furnished by the department. The application shall be
reviewed within ten (10) working days of receipt of the application or at the time of
consideration of the request for a zoning permit, whichever first occurs.
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Section 930.11. Floodplain development inspections,
(1) General. Development for which a Type B or Type C floodplain development permit
or approval is required shall be subject to inspection.
(2) Development other than buildings and structures. The Floodplain Administrator
shall inspect all development to determine compliance with the requirements of these floodplain
regulations and the conditions of issued floodplain development permits or approvals.
_(3) Buildings. structures and facilities exempt from the Florida Building Code. The
Floodplain Administrator shall inspect buildings, structures and facilities exempt from the
Florida Building Code to determine compliance with the requirements of these floodplain
regulations and the conditions of issued floodplain development permits or approvals.
(4,) Buildings, structures and Facilities exempt from the Florida Building Code, lowest
floor inspection. Upon placement of the lowest floor, including basement, and prior to further
vertical construction, the owner of a building, structure or facility exempt from the Florida
Building Code, or the owner's authorized agent, shall submit to the Floodplain Administrator:
1. If a design flood elevation was used to determine the required elevation of the lowest
floor, the certification of elevation of the lowest floor prepared and sealed by a
Florida licensed professional surveyor; or
2. If the elevation used to determine the required elevation of the lowest floor was
determined in accordance with Section 930.07(2)(a)2.c. of these floodplain
regulations, the documentation of height of the lowest floor above highest adjacent
grade, prepared by the owner or the owner's authorized agent.
(5) Buildings, structures and facilities exempt from the Florida Building Code, final
inspection. As part of the final inspection, the owner or owner's authorized agent shall submit
to the Floodplain Administrator a final certification of elevation of the lowest floor or final
documentation of the height of the lowest floor above the highest adjacent grade; such
certifications and documentations shall be prepared as specified in Section 930.11(4) of these
floodplain regulations.
(6) Manufactured homes. The Building Official shall inspect manufactured homes that
are installed or replaced in flood hazard areas to determine compliance with the requirements of
these floodplain regulations and the conditions of the issued permit. Upon placement of a
manufactured home, certification of the elevation of the lowest floor shall be submitted to the
Building Official.
Section 930.12. Administrative duties.
(1) Stormwater management; duties of the public works director. The public works
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director shall perform the following specific duties:
(a) Make all professional engineering determinations required with respect to
analysis of any given application;
(b) Approve any changes or amendments to an approved stormwater management
plan;
(c) Provide courtesy notice as to the general description and location of newly
constructed wet or dry retention facilities to the Indian River County Mosquito
Control District;
(d) After the completion of a project, require as -built plans from the owner or
applicant and a certificate of completion from the engineer of record;
(e) Any system required by this chapter shall be maintained by the owner, successor
owners, or an entity designated by the owner except that the director may accept
certain systems for county maintenance. The selection of critical areas or
structures to be maintained by the county shall be recommended to the board of
county commissioners by the director. All areas or structures to be maintained by
the county must be dedicated to the county by plat or separate instrument and
expressly accepted by the board of county commissioners. For any system which
is to be maintained by a party other than the county, easements shall be
established which permit the county to inspect and if necessary, as determined by
the county, to take corrective action should the party fail to properly maintain the
system. Such easements shall also establish a right of entry for the Indian River
County Mosquito Control District for the limited purpose of inspection,
prevention, or treatment of mosquito infestations, as allowed by law. Should a
party fail to properly maintain a system as required, the director shall give such
party written notice of the nature of the corrective action necessary. If the party
fails, within thirty (30) days from the date of the notice to take, or commence
taking, corrective action to the satisfaction of the director, the county may at its
discretion, enter upon lands, take corrective action and the cost of such corrective
action shall become a lien on the property or properties benefited.
(b) Review applieations for- eemplianee with the standards of this ehapter- aftef ifq3tA
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(b) Review applieations for- eemplianee with the standards of this ehapter- aftef ifq3tA
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their- professional ,iinn;nYlines;
and eithef
approve,nrr« with .it
n n.liti„nn
the appheation
based on review.
if applieafien appf-eval
is denied,
the
eefr.munity development
'L.'1't.J of the
dir-eeter- shed!
nit.. deyelopment_.;lir-eeter-t.+
reasons;deny
state the
design
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an
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untable
Y
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o
(E) Ad t .l of the approved ,7' .plan r�V« VK eae building n.a _ nnn built"
. 1 t« t' b a that g
the final site r -a : a n.. ; ntinnne . .itl, tl, -
7 mr
approved- gr-ading plan. No eei4ifieate of eeeupafley (C.Q.) shall be issued unless
the
.7 engineer- designee
rl t t eemplianee m4th the arr« a a r A a e gr -a ing plan eeeptnnee of the
a
1' ar 1 .1 "as -built"
1.ilt" ois fainisterial nt„ n.,l a adoe of n of «
alu u
n:b.ility on the a nt.. for- druiaaubvnage
.
/ a iT -tr-eraerdthe 4 Qa1 "-ate built" cr'lt" 1cti'o-cccrop.
r -- um irSr�96(�iF6
(e) r o v
!f1
Mate orcv
-ar�cc�azcczxcrrrirmr"mn'r'rc`yi V u+�e'w`
r
r-eleeatieen _era - _..1__..o....,.,. and provide n eepy of sueh to fie ifinnti„nla the Federal
4V �
!asur-anee Administrator-;
(h) interpret fleed hazafd areas; the boundaries of eritieal fleed zenes and base fle
elevatiens; and the boundafies dr-av�% en the FIRM to r-eeofteile elevation data
field eenditions;
(2) Flood protection management' duties of the community development director.
The Community Development Director is designated as the Floodplain Administrator. The
Floodplain Administrator may delegate performance of certain duties to other employees.
(a) The Floodplain Administrator is authorized and directed to administer and enforce
the provisions of these floodplain regulations The Floodplain Administrator shall
have the authority to render interpretations of these floodplain regulations consistent
with the intent and purpose of these regulations and may establish policies and
procedures in order to clarifty he application of its provisions. Such interpretations,
policies and procedures shall not have the effect of waiving requirements
specifically provided in these floodplain regulations without the granting of a
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variance pursuant to Section 930.07(2).7 of these regulations.
(b) The Floodplain Administrator, in coordination with other pertinent offices of the
communityy, shall:
1. Review applications and plans to determine whether proposed new development
will be located in flood hazard areas;
2. Review applications for modification of anv existing development in flood hazard
areas for compliance with the requirements of these floodplain regulations;
3. Interpret flood hazard area boundaries where such interpretation is necessary to
determine the exact location of boundaries; a person contesting the determination
shall have the opportunity to appeal the interpretation;
4. Provide available flood elevation and flood hazard information;
5. Determine whether additional flood hazard data shall be obtained from other
sources or shall be developed by an ap lip •cant;
6. Review applications to determine whether proposed development will be
reasonably safe from flooding;
7. Issue floodplain development permits or approvals for development other than
buildings and structures that are subject to the Florida Building Code, including
buildings, structures and facilities exempt from the Florida Building Code, when
compliance with these floodplain regulations is demonstrated, or disapprove the
same in the event of noncompliance; and
8. Coordinate with and provide comments to the Building Official to assure that
applications, plan reviews, and inspections for buildings and structures in flood
hazard areas comply with the applicable provisions of these floodplain
regulations.
Lch Determinations for existing buildings and structures. For building_ permit
applications to improve buildings and structures, including alterations, movement,
enlargement, replacement, repair, change of occupancy, additions, rehabilitations,
renovations, substantial improvements, repairs of substantial damage, and gEy other
improvement of or work on such buildings and structures, the Floodplain
Administrator, in coordination with the Building Official, shall:
1. Estimate the market value, or require the applicant to obtain an appraisal of the
market value prepared by a qualified independent appraiser, of the building or
structure before the start of construction of the proposed work; in the case of
repair, the market value of the building or structure shall be the market value
within 6 months before the damage occurred and before any repairs are made;
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2. Compare the cost to perform the improvement the cost to repair a damaged
building to its pre -damaged condition, or the combined costs of improvements
and repairs, if applicable, to the market value of the building or structure,•
3. Determine and document whether the proposed work constitutes substantial
improvement or repair of substantial damage; the determination requires
evaluation of previous permits issued for improvements and repairs as specified in
the definition of "substantial improvement"; and
4. Notify the applicant if it is determined that the work constitutes substantial
improvement or repair of substantial damage and that compliance with the flood
resistant construction requirements of the Florida Building Code and these
floodplain regulations is required.
(d) Modifications of the strict application of the requirements of the Florida Building
Code. The Floodplain Administrator shall review requests submitted to the Building
Official that seek approval to modify the strict application of the flood load and
flood resistant construction requirements of the Florida Building Code to determine
whether such requests require the granting of a variance pursuant to Section 930.13
of these floodplain regulations.
(e) Notices and orders. The Floodplain Administrator shall coordinate with appropriate
local agencies for the issuance of all necessary notices or orders to ensure
compliance with these floodplain regulations.
(f) Inspections. The Floodplain Administrator shall make the required inspections as
specified in Section 930.11 of these floodplain regulations for development that is
not subject to the Florida Building Code, including buildings, structures and
facilities exempt from the Florida Building Code. The Floodplain Administrator
shall inspect flood hazard areas to determine if development is undertaken without
issuance of a permit.
(g) Other duties of the Floodplain Administrator. The Floodplain Administrator shall
have other duties, including but not limited to:
1. Establish, in coordination with the Building_ Official, procedures for administering
and documenting determinations of substantial improvement and substantial
damage made pursuant to Section 930.12(2)(c) of these floodplain regulations;
2. Require that applicants proposing alteration of a watercourse notifaadjacent
communities and the Florida Division of Emergency Management, State
Floodplain Management Office, and submit copies of such notifications to the
Federal Emergency Management Agency (FEMA);
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Require applicants who submit hydrologic and hydraulic engineering analyses
support permit applications to submit to FEMA the data and information
necessary to maintain the Flood Insurance Rate Maps if the analyses propose to
change base flood elevations, flood hazard area boundaries or floodway
designations; such submissions shall be made within 6 months of such data
becoming available;
4. Review required design certifications and documentation of elevations specified
by these floodplain regulations and the Florida Building Code to determine that
such certifications and documentations are complete;
5. Notify the Federal Emergency Management Agency when the comorate
boundaries of Indian River County are modified, and
6. Advise applicants for new buildings and structures, including substantial
improvements, that are located in any unit of the Coastal Barrier Resources
System established by the Coastal Barrier Resources Act (Pub. L. 97-348) and the
Coastal Barrier Improvement Act of 1990 (Pub. L. 101-591) that federal flood
insurance is not available on such construction; areas subject to this limitation are
identified on Flood Insurance Rate Maps as "Coastal Barrier Resource System
Areas" and "Otherwise Protected Areas."
(h) Floodplain management records. Regardless of any limitation on the period required
for retention of public records, the Floodplain Administrator shall maintain and
permanently keep and make available for public inspection all records that are
necessary for the administration of these floodplain regulations and the flood resistant
construction requirements of the Florida Building Code, including Flood Insurance
Rate Maps; Letters of Change; records of issuance of permits and denial of permits;
determinations of whether proposed work constitutes substantial improvement or
repair of substantial damage;required design certifications and documentation of
elevations specified by the Florida Building Code and these floodplain regulations;
notifications to adjacent communities, FEMA, and the state related to alterations of
watercourses, assurances that the flood carrying capacity of altered watercourses will
be maintained; documentation related to appeals and variances, including justification
for issuance or denial; and records of enforcement actions taken pursuant to these
floodplain regulations and the flood resistant construction requirements of the Florida
Building, Code. These records shall be available for public inspection at the Indian
River County Communi , Development Department.
Section 930.13. Appeal -pmeedur-e.-Variances and appeals.
(1) General. The Construction Board of Adjustment and Appeals shall hear and decide on
requests for appeals and requests for variances from the strict application of these floodplain
regulations, including appeals and requests for variances from the strict application of the flood
resistant construction requirements of the Florida Building Code (reference Section 553.73(5),
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F.S.I. This section does not apply to Section 3109 of the Florida Building Code Building.
(2) Appeals. The Construction Board of Adjustment and Anneals shall hear and decide
appeals when it is alleged there is an error in any requirement decision or determination made
by the Floodplain Administrator in the administration and enforcement of these floodplain
regulations. Any person aggrieved by the decision of the Construction Board of Adjustment and
Anneals may anneal such decision to the Circuit Court, as provided by Florida Statutes.
(3) Limitations on authority to grant variances. The Construction Board of Adjustment
and Appeals shall base its decisions on variances on technical justifications submitted by
applicants, the considerations for issuance in Section 930.13(7) of these floodplain regulations,
the conditions of issuance set forth in Section 930.13(8) of these regulations, and the comments
and recommendations of the Floodplain Administrator and the Building Official. The
Construction Board of Adjustment and Appeals has the right to attach such conditions as it
deems necessary to further the purposes and objectives of these floodplain regulations.
(4) Restrictions in floodways. A variance shall not be issued for any proposed
development in a floodway if any increase in base flood elevations would result, as evidenced by
the applicable analyses and certifications required in Section 930.07(2)(a)3. of these floodplain
regulations.
(5) Historic buildings. A variance is authorized to be issued for the repair, improvement,
or rehabilitation of a historic building that is determined ell-gible for the exception to the flood
resistant construction requirements of the Florida Building Code, Existing Building, Chapter 1 I
Historic Buildings, upon a determination that the proposed repair, improvement, or
rehabilitation will not preclude the building's continued designation as a historic building and the
variance is the minimum necessary to preserve the historic character and design of the building.
If the proposed work precludes the building's continued designation as a historic building, a
variance shall not be granted and the building and any repair, improvement, and rehabilitation
shall be subject to the requirements of the Florida Building Code.
(6) Functionally dependent uses. A variance is authorized to be issued for the
construction or substantial improvement necessary for the conduct of'a functionally dependent
use, as defined in these floodplain regulations, provided the variance meets the requirements of
Section 930.13(), is the minimum necessary considering the flood hazard, and all due
consideration has been given to use of methods and materials that minimize flood damageg
occurrence of the base flood.
(7) Considerations for issuance of variances. In reviewing requests for variances, the
Construction Board of Adjustment and Appeals shall consider all technical evaluations, all
relevant factors all other applicable provisions of the Florida Building Code, these floodplain
regulations, and the following:
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1. The danger that materials and debris may be swept onto other lands resulting in
further injury or damage;
2. The danger to life and property due to flooding or erosion damage;
3. The susceptibility of the proposed development, including contents to flood damage
and the effect of such damage on current and future owners;
4. The importance of the services provided by the proposed development to the
community;
5. The availability of alternative locations for the proposed development that are subject
to lower risk of flooding or erosion;
6. The compatibility of the proposed development with existing and anticipated
development;
7. The relationship of the proposed development to the comprehensive plan and
floodplain management program for the area;
8. The safety of access to the property in times of flooding for ordinary and emergency
vehicles;
9. The expected heights, velocity, duration, rate of rise and debris and sediment
transport of the floodwaters and the effects of wave action, if applicable, expected at
the site; and
10. 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, streets and bridges.
(8) Conditions for issuance of variances. Variances shall be issued only upon:
(a) Submission b t�pplicant of a showing of good and sufficient cause that the unique
characteristics of the size, configuration, or topography of the site limit compliance
with any_provision of these floodplain regulations or the required elevation standards;
(b) Determination by the Construction Board of Adjustment and Appeals that:
a. Failure to grant the variance would result in exceptional hardship due to the
physical characteristics of the land that render the lot undevelopable; increased
costs to satisfy the requirements or inconvenience do not constitute hardship
b. The granting of a variance will not result in increased flood heights, additional
threats to public safety, extraordinary_ public expense, nor create nuisances, cause
fraud on or victimization of the public or conflict with existing local laws and
ordinances, and
c. The variance is the minimum necessary, considering the flood hazard, to afford
relief;
(c) Receipt of a signed statement by the applicant that the variance, if granted, shall be
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recorded in the Office of the Clerk of the Court in such a manner that it appears in the
chain of title of the affected parcel of land; and
(d) If the request is for a variance to allow construction of the lowest floor of a new
building, or substantial improvement of a building, below the required elevation a
copy in the record of a written notice from the Floodplain Administrator to the
applicant for the variance, specifying the difference between the base flood elevation
and the proposed elevation of the lowest floor, stating that the cost of federal flood
insurance will be commensurate with the increased risk resulting from the reduced
floor elevation (up to amounts as high as $25 for $100 of insurance coverage), and
statim that construction below the base flood elevation increases risks to life and
property.
2. Dhysiea4 hardships pei4 Haiffig t$t1 6phy, soils, geology, 0
1. Submittal of deeum2i#Mie � the state hist pie
irnvi"rr cucvzraicA�E��@fi'utrvrr-9 E8, -6i
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e. The varia ee i the h,.,;,,; eessar-y to preserve the hist, fie eh ,,,.to,
and design of the stmetufe; and
1 101
OPINION -
(f) Genn 6eas to mitigate adverse ; ,.+s of the . maybe ..t,,,,oa ,pen the
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In N
e. The varia ee i the h,.,;,,; eessar-y to preserve the hist, fie eh ,,,.to,
and design of the stmetufe; and
1 101
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Section 930.14. Violations and Notice.
(1) Violations. Any development that is not within the scope of the Florida Building
Code but that is regulated by the floodplain regulations in this chapter that is performed without
an issued permit, that is in conflict with an issued permit, or that does not fully comply with
these regulations, shall be deemed a violation of these regulations. A building or structure
without the documentation of elevation of the lowest floor, other required design certifications,
or other evidence of compliance required by these floodplain regulations or the Florida Building
Code is presumed to be a violation until such time as that documentation is provided.
(2) Authority. For development that is not within the scope of the Florida Building
Code but that is regulated by the floodplain regulations in this chapter and that is determined to
be a violation, the Floodplain Administrator is authorized to serve notices of violation or stop
work orders to owners of the prODertv involved, to the owner's anent, or to the person or persons
erforming the work.
(3) Unlawful continuance. AU person who shall continue any work after having
served with a notice of violation or a stop work order, except such work as that person is directed
to perform to remove or remedy a violation or unsafe condition, shall be subject to penalties as
prescribed by law.
(4) Notice. In the event the community development director determines a violation
exists, a written notice of violation shall be issued to the owner of the property. The notice shall
contain:
(a) The name and address of the owner;
(b) The street address when available or a description of the building or land upon
which the violation is occurring;
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Section 930.14. Violations and Notice.
(1) Violations. Any development that is not within the scope of the Florida Building
Code but that is regulated by the floodplain regulations in this chapter that is performed without
an issued permit, that is in conflict with an issued permit, or that does not fully comply with
these regulations, shall be deemed a violation of these regulations. A building or structure
without the documentation of elevation of the lowest floor, other required design certifications,
or other evidence of compliance required by these floodplain regulations or the Florida Building
Code is presumed to be a violation until such time as that documentation is provided.
(2) Authority. For development that is not within the scope of the Florida Building
Code but that is regulated by the floodplain regulations in this chapter and that is determined to
be a violation, the Floodplain Administrator is authorized to serve notices of violation or stop
work orders to owners of the prODertv involved, to the owner's anent, or to the person or persons
erforming the work.
(3) Unlawful continuance. AU person who shall continue any work after having
served with a notice of violation or a stop work order, except such work as that person is directed
to perform to remove or remedy a violation or unsafe condition, shall be subject to penalties as
prescribed by law.
(4) Notice. In the event the community development director determines a violation
exists, a written notice of violation shall be issued to the owner of the property. The notice shall
contain:
(a) The name and address of the owner;
(b) The street address when available or a description of the building or land upon
which the violation is occurring;
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ORDINANCE 2012-036
(c) A statement specifying the nature of the violation;
(d) A description of the remedial actions necessary to bring the development activity
into compliance and a time schedule for completion of such remedial action;
(e) A statement of the penalty or penalties that may be assessed against the person to
whom the notice of violation is directed;
(fj A statement that the community development director's determination of violation
may be appealed to the code enforcement board of zoning adjustments by filing a
written notice of appeal within thirty (30) days of service of notice of violation.
(5,) The notice of violation shall be served upon the person(s) to whom it is directed
either personally, in the manner provided for personal service of notices by the court of local
jurisdiction, or by mailing a copy of the notice of violation by certified mail, postage prepaid,
return receipt requested to such person at his or her last known address.
Section 930.15. Vested rights.
This chapter shall not limit the vested rights of any person to complete any development
project for which approval was properly granted based upon prior law, where such previous
approval remains in effect. The county commission may acknowledge vested rights in other
circumstances where it is equitable and just.
Section 930.16 Disclaimer of liability.
The floodplain regulations in this chapter shall not create liability on the part of the Board
of County Commissioners of Indian River County or by any officer or employee thereof for any
flood damage that results from reliance on these regulations or any administrative decision
lawfully made thereunder.
SECTION 4. Chapter 401, Building Codes, of the Code of Laws and Ordinances of Indian
River County is hereby amended by replacing reserved Section 401.10, as follows:
Section 401.10. Administrative Amendments to the Florida Building Code.
Indian River County hereby adopts the following local administrative amendments to the
Florida Building Code
Amendment to Sec. 104.10.1, Florida Building Code, Building:
Add anew Sec. 104. 10.1 as follows:
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104.10.1 Modifications of the strict application of the requirements of the Florida
Building Code. The Building Official shall coordinate with the Floodplain Administrator
to review requests submitted to the Building Official that seek approval to modify the
strict application of the flood resistant construction requirements of the Florida Building
Code to determine whether such requests require the ,granting of a variance pursuant to
Florida Building Code Section 117.
Amendment to Sec. 107.6.1, Florida Building Code, Building:
Add a new Sec. 107.6.1 as follows:
107.6.1 Building permits issued on the basis of an affidavit. Pursuant to the
requirements of federal regulation for participation in the National Flood Insurance
Program (44 C.F.R. Sections 59 and 60), the authority granted to the Building Official to
issue permits, to rely on inspections, and to accept plans and construction documents on
the basis of affidavits and plans submitted pursuant to Florida Building Code Section
105.14 and Section 107.6 shall not extend to the flood load and flood resistance
construction requirements of the Florida Building Code.
Amendment to Sec. 117, Florida Building Code, Building:
Add a new Sec. 117 as follows:
117 VARIANCES IN FLOOD HAZARD AREAS
117.1 Flood hazard areas. Pursuant to section 553.73(5), F.S., the variance procedures
adopted in the local floodplain management ordinance shall apply to requests submitted
to the Building Official for variances to the provisions of Section 1612.4 of the Florida
Building Code Building or, as applicable, the provisions of R322 of the Florida Building
Code Residential. This section shall not apply to Section 3109 of the Florida Building
Code, Building.
SECTION 5. Chapter 401, Building Codes, of the Code of Laws and Ordinances of Indian
River County is hereby amended by replacing reserved Section 401.11, as follows:
Section 401.11. Technical Amendments to the Florida BuildinE Code.
Indian River County hereby adopts the following local technical amendments to the
Florida Building Code
Amendment to Sec. 322.2.1 Florida Building_Code, Residential:
Modify Sec. R322.2.1 as follows:
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8322.2.1 Elevation requirements.
1. Buildings and structures in flood hazard areas not designated as Coastal A Zones
shall have the lowest floors elevated to or above the base flood elevation plus one-
half (1/2) foot or the design flood elevation, whichever is higher.
2. Buildings and structures in flood hazard areas designated as Coastal A Zones shall
have the lowest floors elevated to or above the base flood elevation plus 1 foot
(305 mm), or to the design flood elevation, whichever is higher.
3. In areas of shallow flooding (AO Zones), buildings and structures shall have the
lowest floor (including basement) elevated at least as high above the highest
adjacent grade as the depth number specified in feet on the FIRM plus one-half
1/2 foot, or at least 2 % feet if a depth number is not specified.
4. Basement floors that are below grade on all sides shall be elevated to or above the
base flood elevation plus one-half (1/2) foot or the design flood elevation.,
whichever is higher.
Exception: Enclosed areas below the design flood elevation, including basements
whose floors are not below grade on all sides, shall meet the requirements of
Section R322.2.2.
Amendment to Sec. 322.3.2, Florida Building Code, Residential:
Modify Sec. R322.3.2 as follows:
R322.3.2 Elevation requirements.
1. All buildings and structures erected within coastal high -hazard areas shall be elevated
so that the lowest portion of all structural members supporting the lowest floor, with
the exception of mat or raft foundations, piling, pile caps, columns, grade beams and
bracing, is:
1.1 Located at or above the base flood elevation plus one-half (1/2) foot or the
design flood elevation, whichever is higher, if the lowest horizontal structural
member is oriented parallel to the direction of wave approach, where parallel
shall mean less than or equal to 20 degrees (0.35 rad) from the direction of
approach, or
1.2 Located at the base flood elevation plus 1 foot (305 mm), or the design flood
elevation, whichever is higher, if the lowest horizontal structural member is
oriented perpendicular to the direction of wave approach, where perpendicular
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shall mean greater than 20 degrees (0.35 rad) from the direction of approach.
2. Basement floors that are below grade on all sides are prohibited.
3. The use of fill for structural support is prohibited.
4. Minor grading, and the placement of minor quantities of fill, shall be permitted for
landscaping and for drainage purposes under and around buildings and for support of
parking slabs, pool decks, patios and walkways.
Exception: Walls and partitions enclosing areas below the design flood elevation
shall meet the requirements of Sections R322.3.4 and R322.3.5.
Amendment to Sec. 1612.2, Florida Building Code, Building_
Modify a definition as follows:
Substantial improvement. Any combination of repair, reconstruction, rehabilitation,
addition, or other improvement of a building or structure taking place during a ten (10)
year period, the cumulative cost of which equals or exceeds 50 percent of the market
value of the building or structure before the improvement or repair is started and
determined no sooner than six (6) months before the work is started. For each building or
structure, the 10 year period begins on the date of the first improvement or repair of that
buildins; or structure subsequent to the effective date of this ordinance. If the structure has
incurred "substantial damage," any repairs are considered substantial improvement
regardless of the actual repair work performed. The term does not, however, include
either:
1. Any project for improvement of a building required to correct existing health,
sanitary, or safety code violations identified by the building official and that are
the minimum necessary to assure safe living conditions.
2. Any alteration of a historic structure provided the alteration will not preclude the
structure's continued designation as a historic structure.
Amendment to Sec. 202, Florida Building Code, Existing Building:
Modify a definition as follows:
Substantial improvement. Any combination of repair, reconstruction, rehabilitation,
addition, or other improvement of a building or structure taking place during a ten 10)
,period, the cumulative cost of which equals or exceeds 50 percent of the market
value of the building or structure before the improvement or repair is started and
determined no sooner than six (6) months before the work is started. For each building or
structure the 10—year period begins on the date of the first improvement or repair of that
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ORDINANCE 2012-036
building or structure subsequent to the effective date of this ordinance. If the structure has
incurred "substantial damage," any repairs are considered substantial improvement
regardless of the actual repair work performed. The term does not, however, include
either:
1. Any project for improvement of a building required to correct existing health,
sanitary, or safety code violations identified by the building official and that are
the minimum necessary to assure safe living conditions.
2. Any alteration of a historic structure provided the alteration will not preclude the
structure's continued designation as a historic structure.
SECTION 6. FISCAL IMPACT STATEMENT.
In terms of design, plan application review, construction and inspection of buildings and
structures, the cost impact as an overall average is negligible in regard to the local technical
amendments because all development has been subject to the requirements of the local
floodplain management ordinance adopted for participation in the National Flood Insurance
Program. In terms of lower potential for flood damage, there will be continued savings and
benefits to consumers.
SECTION 7. APPLICABILITY.
For the purposes of jurisdictional applicability, this ordinance shall apply in unincorporated
Indian River County. This ordinance shall apply to all applications for development, including
building permit applications and subdivision proposals, submitted on or after the effective date of
this ordinance.
SECTION 8. REPEAL OF CONFLICTING ORDINANCES.
Any and all ordinances and regulations in conflict herewith are hereby repealed to the extent of
any conflict.
SECTION 9. INCLUSION IN THE CODE OF LAWS AND ORDINANCES.
It is the intent of the Board of County Commissioners that the provisions of this ordinance shall
become and be made a part of the Indian River County Code of Laws and Ordinances, and that
the sections of this ordinance may be renumbered or relettered and the word "ordinance" may be
changed to "section," "article," "regulation," or such other appropriate word or phrase in order to
accomplish such intentions.
SECTION 10. SEVERABILITY.
If any section, subsection, sentence, clause or phrase of this ordinance is, for any reason,
declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity
of the ordinance as a whole, or any part thereof, other than the part so declared.
SECTION 11. EFFECTIVE DATE.
This Ordinance shall take effect upon filing with the Department of State.
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This ordinance was advertised in the Press -Journal on the 22 day of October, 2012, for a
public hearing to be held on the 06 day of November, 2012, at which time it was moved for
adoption by Commissioner Flescher, seconded by Commissioner Davis, and adopted by the
following vote:
Chairman Gary C. Wheeler Aye
Vice Chairman Peter D. O'Bryan Aye
Commissioner Wesley S. Davis Ave
Commissioner Joseph E. Flescher Aye
Commissioner Bob Solari Aye
BOARD OF COUNTY COMMISSIONERS
OF INDIAN RIVER COUNTY
BY:
G
G C. Wheeler, Chairman
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ORDINANCE 2012- niti
ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller
BY:
Deputy Clerk
This ordinance was filed with the Department of State on the following date:
APPROVED AS TO FO A L L SUFFICIENCY
Alan Polackwich, Sr., County Atto ey
4
7ED AS TO PLANNING MATTERS
C
ObertM. Keating, AIC CoDevelopment ' Development Director
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