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09/09/2025
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09/09/2025
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Last modified
11/7/2025 12:13:04 PM
Creation date
11/7/2025 11:01:37 AM
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
09/09/2025
Meeting Body
Board of County Commissioners
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Policy 1.1: The eCounty hereby adopts the following level-of-service standard for all new drainage <br /> systems within the unincorporated eCounty: New development requiring major site plan approval or <br /> subdivision platting,where impervious area exceeds 5,000 square feet,shall construct a drainage system <br /> capable of mitigating the impacts of a 25 year/24 hour design rainfall event using the Natural Resource <br /> Conservation Service(MRCS)Type 2 modified rainfall curves(FLMOD). ' : __ _ . . _ . <br /> diselarge. In cases where downstream flooding has occurred the 100 year/24 hour design rainfall event <br /> shall be considered. <br /> Policy 1.2: - • . .. - - . •. . .. • . .. . -: . - . _ . -•. . _ •• . <br /> n n • • • <br /> n , n .. .. <br /> . _I• . . e <br /> $1 Ii_it - . • . <br /> s - - _ •- a <br /> All new buildings shall be above the 100 Year storm event along with any required appropriate freeboard <br /> protection. Elevations shall be defined by Flood Insurance Rate Maps, National Flood Insurance <br /> Program requirements, engineering studies and as defined in the County Stormwater Management and <br /> Flood Protection ordinance and codes. <br /> Policy 1.3: The eCounty shall ensure that adequate storm water management facilities are constructed <br /> and maintained to prevent major flooding of the road network of Indian River County during storm <br /> events. <br /> Policy 1.5: • .•. - •- -- *:•• -- - • - . !! _., .. •• _ _ . At a <br /> minimum, all bridges either being replaced or requiring structural designs for repairs shall be placed <br /> above the 100-year flood elevation / FIRM / FIS elevation when located on an arterial roadway or <br /> thoroughfare plan road as defined in LDR 952.08 to allow for safe emergency passing.All other bridges <br /> shall be placed above the storm frequency and duration in accordance with FDOT Drainage Manual.All <br /> bridges shall be designed for hydraulics, scour, and to be structurally in accordance with FDOT design <br /> manuals, index and specifications. [Best engineering practices] <br /> Policy 1.7: Within all new subdivisions, wide appropriately sized backlot and front yard drainage <br /> easements, as well as side lot swales to provide for localized runoff routing, will be required where <br /> centralized retention/detention facilities are not provided. <br /> Objective 2: : ! !, . :. . _ .. - •- . :•: • '. . .. • . , . . - •. .. -, _ -- - .. <br /> ' - -- •- -- - - . - --; - ' -e- - ! -• - • - - . Stormwater Management <br /> Facilities shall meet current or more stringent regulations as may be passed from time to time. <br /> C:\Granicus\Legistar5\L5\Temp\9ec5cab0-071 a-4938-8838-22e53bcab073.docx 34 <br /> 244 <br />
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