HomeMy WebLinkAbout2023 12 11 Public Hearing 403 - Second Reading of Ordinance 2023-07, Update City's Stormwater Management RegulationsPUBLIC HEARINGS AGENDA ITEM 403
CITY COMMISSION AGENDA | DECEMBER 11, 2023 REGULAR MEETING
TITLE
Second Reading of Ordinance 2023-07, Amending Chapter 9, Article I, Section 9-1 of
the City's Code of Ordinances; Repealing in its Entirety Chapter 9, Division 5, Section 9-
241 of the City's Code of Ordinances and Adopting a New Section 9-241 in Order to
Update the City's Stormwater Management Regulations.
SUMMARY
Staff is requesting that the City Commission hold a Public Hearing and approve the
First Hearing of Ordinance 2023-07, amending the City's stormwater management
regulations. On January 9, 2023, the City Commission adopted a temporary
moratorium on the filing, processing, consideration, or decision of final engineering
plan and subdivision of land applications for developments requiring the construction
of stormwater management and drainage systems. As a result of the adoption of that
temporary moratorium, the City Commission instructed City Staff to work with
Pegasus Engineering to study the impacts of recent flooding as a result of Hurricane
Ian and Hurricane Nicole and to determine if there were changes that could be made
to Chapter 9 of the City Code related to stormwater design requirements. This
ordinance amends the City's stormwater management regulations to adhere to FDOT
Critical Duration Analysis (now called FDOT Storm for Storm Approach).
The adoption of Ordinance 2023-07 was postponed in Summer 2023 when the Florida
Legislature adopted SB 250, which prohibited municipalities within 100 miles of
landfall of Hurricanes Ian and Nicole from adopting stronger stormwater management
regulations. However, the Florida Legislature recently adopted HB 1C, which amended
the language of SB 250 to reduce the portion of the state prohibited from adopting
stronger stormwater management regulations to a 10 County area in Southwest
Florida. As such, the City is no longer under the prohibitions of SB 250 and can
adopted stronger stormwater management regulations.
FUNDING SOURCE
N/A
RECOMMENDATION
Staff recommends that the City Commission hold a Public Hearing and approve the
Second Reading/Adoption of Ordinance 2023-07.
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City of Winter Springs
Ordinance No. 2023-07
Page 1 of 12
ORDINANCE NO. 2023-07
AN ORDINANCE OF THE CITY COMMISSION OF THE
CITY OF WINTER SPRINGS, SEMINOLE COUNTY,
FLORIDA, AMENDING CHAPTER 9, ARTICLE I, SECTION
9-1 OF THE CITY’S CODE OF ORDINANCES; REPEALING
IN ITS ENTIRETY CHAPTER 9, ARTICLE IV, DIVISION 4,
SECTION 9-241, OF THE CITY’S CODE OF ORDINANCES
AND ADOPTING A NEW SECTION 9-241 IN ORDER TO
UPDATE THE CITY’S STORMWATER MANAGEMENT
REGULATIONS; PROVIDING FOR THE REPEAL OF
PRIOR INCONSISTENT ORDINANCES AND
RESOLUTIONS; INCORPORATION INTO THE CODE;
SEVERABILITY; AND AN EFFECTIVE DATE.
WHEREAS, the City of Winter Springs is granted the authority, under § 2(b), Article VIII,
of the State Constitution, to exercise any power for municipal purposes, except when expressly
prohibited by law; and
WHEREAS, several recent severe rainfall events, including Hurricane Ian and Hurricane
Nicole in 2022, have caused or contributed to increased levels of stormwater runoff and significant
amounts of flooding throughout the City; and
WHEREAS, as a response to these severe storm events, the City enacted a temporary
moratorium via Ordinance 2022-12 within the jurisdictional limits of the City of Winter Springs
regarding the filing, processing, consideration, and decision of final engineering plan and
subdivision of land applications for development requiring construction of stormwater
management and drainage systems in all zoning districts of the City and requested that the City
staff and City Attorney develop amendments to the applicable comprehensive plan requirements
to enhance the stormwater design requirements of the City; and
WHEREAS, the City’s Stormwater Engineer has conducted a thorough review of the
City’s stormwater management policies and has recommended that changes be made to the City’s
Land Development Code in order to ensure that future developments within the City are designed
to accommodate the increased amount of stormwater runoff associated with increasingly strong
and frequent severe rainfall events; and
WHEREAS, the City Commission desires to amend Chapter 9, Article I, Section 9-1, and
to repeal the current and create a new Chapter 9, Article IV, Division 4, Section 9-241 of the City
Code in order to update the City’s stormwater management policies consistent with the
recommendations of the City’s Stormwater Engineer; and
WHEREAS, the City Commission finds that updating the City’s stormwater management
policies is vital for the future well-being of the City and its residents and is consistent with Goal 4
of the City’s Comprehensive Plan, Infrastructure Element, which is to provide a stormwater system
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City of Winter Springs
Ordinance No. 2023-07
Page 2 of 12
of appropriate capacity to protect the life and property of the citizens of the City, as well as decrease
adverse environmental impacts attributable to stormwater runoff; and
WHEREAS, the City Commission of the City of Winter Springs, Florida, hereby finds this
Ordinance to be in the best interests of the public health, safety, and welfare of the citizens of
Winter Springs; and
NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS HEREBY ORDAINS, AS FOLLOWS:
Section 1. Recitals. The foregoing recitals are true and correct and are fully incorporated
herein by this reference.
Section 2. Code Amendment. The City Code of the City of Winter Springs, Florida, is
hereby amended as follows: (underlined type indicates additions and strikeout type indicates
deletions, while asterisks (* * *) indicate a deletion from the Ordinance of text existing in Chapter
9, Article I, Section 9-1. It is intended that the text in Chapter 9, Article I, Section 9-1 denoted by
the asterisks and set forth in this Ordinance shall remain unchanged from the language existing
prior to the adoption of this Ordinance):
* * *
Chapter 9 – LAND DEVELOPMENT
* * *
ARTICLE I. – IN GENERAL
SEC. 9-1. – Definitions.
The following words, terms and phrases, when used in this chapter, shall have the meanings
ascribed to them in this section, except where the context clearly indicates a different meaning:
* * *
Closed Basin means a watershed without a positive outlet into surface waters which under
normal conditions drain by gravity into a lake, river or other tributary that ultimately discharges
into the Atlantic Ocean.
Critical Duration Matrix of Storm Events means a collection of 48 hypothetical storm
events of specific frequency and duration that will need to be analyzed to demonstrate compliance
with the City’s code.
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City of Winter Springs
Ordinance No. 2023-07
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Design Storms mean the Critical Duration Matrix of Storm Events in combination with
other storm events of 24-hour duration, including the Mean Annual, 10-year, 25-year and 100-year
storms.
* * *
Existing Condition means the land cover that exists before improvements are made within
the project area.
* * *
Freeboard means the vertical distance between the design high water elevation and the
lowest elevation of the pond top of bank, levee or berm.
Impervious Area means surfaces which do not allow, or minimally allow, the infiltration of
water. Examples of impervious areas include building roofs, all concrete and asphalt pavements,
compacted soils and traffic-bearing areas such as limerock, lakes, ponds, wetlands, and other areas
as determined by the city engineer. Pervious pavement, porous concrete and turf blocks are not
considered impervious area relative to stormwater management criteria.
* * *
Open Basin means a watershed with a positive outlet into surface waters which under
normal conditions drain by gravity into a lake, river or other tributary that ultimately discharges
into the Atlantic Ocean. Pump stations and drainage wells are not considered positive outlets.
* * *
Proposed Condition means the land cover that exists after improvements are made within
the project area.
* * *
Storm for Storm Approach means that the discharge rate or discharge volume for proposed
conditions for a particular design storm (frequency and duration) is compared to the discharge rate
or discharge volume for existing conditions for the same design storm (frequency and duration) to
ensure no increase.
* * *
Table Templates means the formatted tables that must be used to summarize the stormwater
modeling results for the design storms.
* * *
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City of Winter Springs
Ordinance No. 2023-07
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Section 3. Repealer. Chapter 9, Article IV, Division 4, Section 9-241, of the Code of
Ordinances of the City of Winter Springs, Florida, is hereby repealed in its entirety and replaced
as provided in Section 4 of this Ordinance.
Section 4. Adoption of a new Chapter 9, Article IV, Division 4, Section 9-241.
Chapter 9, Article IV, Division 4, Section 9-241, is hereby replaced with the following:
(underlined type indicates additions and strikeout type indicates deletions, while asterisks (* * *)
indicate a deletion from the Ordinance of text existing in Chapter 9. It is intended that the text in
Chapter 9 denoted by the asterisks and set forth in this Ordinance shall remain unchanged from
the language existing prior to the adoption of this Ordinance):
* * *
ARTICLE IV. – REQUIRED IMPROVEMENTS
* * *
DIVISION 4. – DRAINAGE
Sec. 9-241. – Stormwater management.
(a) Applicability of regulations and approval by city engineer.
(1) Stormwater regulations, criteria and design requirements of the Florida Department
of Transportation (FDOT), the St. Johns River Water Management District
(SJRWMD), the Department of Environmental Protection (DEP), among others, as
they may exist and be modified from time to time, are to be the regulations, criteria,
and design requirements which the city shall utilize for review of stormwater
management facilities. All city stormwater requirements shall also apply in addition
to any federal and state requirements. If there is a conflict between regulations,
criteria and design requirements, the most stringent shall apply. In the case of any
dispute or question as to the meaning, interpretation or application of any
regulation, criteria or design requirement, the final interpretation shall be made by
the city engineer in favor of the city. Further guidance and technical requirements
related to stormwater management facilities and design may be adopted by
resolution of the City Commission.
(2) Stormwater management is required for all new development and significant
redevelopment projects where either cumulatively results in any of the following:
A. Any project in, on, or over wetlands or other surface waters;
B. A total of more than 4,000 square feet of impervious or semi-impervious
surface area subject to vehicular traffic;
C. A total of more than 9,000 square feet of impervious and semi-impervious
surface area;
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City of Winter Springs
Ordinance No. 2023-07
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D. A total project area of more than five acres;
E. A capability of impounding more than 40-acre-feet of water;
F. Any dam having a height of more than ten feet, as measured from the lowest
elevation of the downstream toe to the dam crest;
G. Any project that is part of a larger common plan of development or sale;
H. Any dry storage facility storing ten or more vessels that is functionally
associated with a boat launching area; and
I. Any modification or alteration of a project previously permitted under
pt. IV of ch. 373 , F.S.
(3) Notwithstanding the requirements of subsection (2) above, the following activities
shall be exempt from the standards of this Section:
A. Construction, alteration, and maintenance of single-family residences and
duplexes and their associated accessory structures not part of a larger
common plan of development or sale that do not involve any work in
wetlands, floodplains, or other surface waters; and
B. Maintenance, alteration, renewal, use or improvement to an existing
stormwater management structure not changing or affecting rate or volume
of stormwater runoff or causing a violation of state water quality standards;
and
C. Maintenance, replacement, and repair work on bridges, driveways, and
roadways as provided in Rule 62-330.051(4) F.A.C.; and
D. Installation, maintenance, repair, replacement, and removal of utilities as
provided in Rule 62-330.051(14), F.A.C.; and
E. Construction, alteration, maintenance, removal, or abandonment of
recreational paths for pedestrians, bicycles, and golf carts as provided in
Rule 62-330.051(10), F.A.C.
(4) The design concept for drainage systems in proposed new developments and
significant redevelopments shall be approved by the city engineer except where
otherwise exempt as provided in this Section. All drainage systems shall have a
positive outlet or overflow unless documented as being unnecessary by
geohydrologic investigation based on the applicable design storms.
(b) Protection from Flooding.
(1) For projects located in an open basin, the peak rate of discharge for proposed conditions
shall not exceed the peak rate of runoff for existing conditions for each of the storm
events summarized below. Compliance shall be based on a “storm for storm” approach.
Mean Annual (24-hour duration) in accordance with SJRWMD criteria
25-Year, 24-Hour
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City of Winter Springs
Ordinance No. 2023-07
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Critical Duration Matrix of Storm Events in accordance with subsection (c) below
(2) For projects located in a closed basin, the rate and volume of direct runoff for proposed
conditions must not exceed the rate and volume of direct runoff for existing conditions
for each of the storm events summarized below. Compliance shall be based on a “storm
for storm” approach. Proposed designs shall not cause an increase in the existing flood
stage, which can be accomplished by retention with percolation or detention for a
duration that is sufficient to mitigate adverse impacts on flood stages.
25-Year, 96-Hour in accordance with SJRWMD criteria
Critical Duration Matrix of Storm Events in accordance with subsection (c) below
(c) Design Storms and Rainfall.
(1) Drainage facilities in open basins shall be analyzed for the following design storms using
the Type II Florida Modified rainfall distribution and the rainfall amounts shown below.
Storm Event Rainfall (inches)
Mean Annual (24-Hour duration) ....................................................................................4.50
10-Year, 24-Hour..............................................................................................................7.00
25-Year, 24-Hour..............................................................................................................8.60
100-Year, 24-Hour.......................................................................................................... 11.60
(2) Drainage facilities in open basins shall also be analyzed for the following critical duration
matrix of storm events using the FDOT rainfall distributions and the rainfall amounts
shown below.
Duration Average Recurrence Interval (years)
3-Year 5-Year 10-Year 25-Year 50-Year 100-Year
1-Hour 2.26 2.55 2.89 3.33 3.65 3.95
2-Hour 2.84 3.21 3.64 4.21 4.62 5.01
4-Hour 3.26 3.69 4.23 4.96 5.53 6.08
8-Hour 3.71 4.22 4.89 5.86 6.65 7.49
24-Hour 4.62 5.27 6.23 7.76 9.11 10.60
72-Hour 5.99 6.90 8.22 10.30 12.10 14.10
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City of Winter Springs
Ordinance No. 2023-07
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(3) Drainage facilities in closed basins shall be analyzed for the following design storms
using the St. Johns River Water Management District (SJRWMD) rainfall distribution
and the rainfall amounts shown below.
Storm Event Rainfall (inches)
Mean Annual (96-Hour duration) ....................................................................................6.30
10-Year, 96-Hour..............................................................................................................9.50
25-Year, 96-Hour............................................................................................................ 11.50
100-Year, 96-Hour..........................................................................................................15.20
(4) Drainage facilities in closed basins shall also be analyzed for the following critical
duration matrix of storm events using the FDOT rainfall distributions and the rainfall
amounts shown below.
Duration Average Recurrence Interval (years)
3-Year 5-Year 10-Year 25-Year 50-Year 100-Year
168-Hour 7.57 8.55 9.94 12.10 14.00 16.10
240-Hour 8.58 9.60 11.00 13.20 15.10 17.10
(5) The Type II Florida Modified (24-hour duration) and SJRWMD (96-hour duration)
rainfall distributions shall be created from the data provided within Part XIV of the
SJRWMD Permit Information Manual.
(6) Rainfall distributions for the eight (8) different storm event durations associated with the
critical duration matrix shall be created from the data provided within Appendix E of the
FDOT Drainage Manual.
(d) Hydrologic Methods.
(1) The Natural Resources Conservation Service (NRCS) Unit Hydrograph Method shall be
used to compute runoff rates and runoff volumes for all of the design storms.
(2) Hydrograph peak rate factors shall be selected taking into consideration watershed slope,
watershed surface storage and existing drainage features. A hydrograph peak rate factor
of 256 is recommended for undeveloped land uses and a peak rate factor of 323 or 484
is recommended for developed land uses. In no case shall the hydrograph peak rate factor
for proposed conditions be less than the hydrograph peak rate factor for existing
conditions.
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City of Winter Springs
Ordinance No. 2023-07
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(3) Time of concentration computations that include a component of sheet flow shall be
limited to a maximum overland flow path of one hundred (100) feet.
(e) Lot Grading and Other Elevation Requirements.
(1) The drainage system for each subdivision shall include a sufficient facility to remove
stormwater without flooding any lot in the proposed subdivision or in the surrounding
territory.
(2) To facilitate proper stormwater surface runoff from residential lots, the minimum
residential lot line slope that can be accepted is one and one-quarter percent (1.25%).
This will only be allowed in areas that have good percolation of rainfall into the soils. In
areas that do not have good percolation of rainfall into the soils, the minimum lot line
slope that can be accepted is one and one-half percent (1.50%). The determination of
good percolation of soils will be made by the city engineer based on a recent soils report
by a professional engineer registered in the State of Florida with expertise in geotechnical
engineering.
(3) All residential floor elevations shall be elevated to a minimum of eighteen (18) inches
above the applicable 100-year base flood elevation.
(4) All nonresidential finished floor elevation shall be elevated to a minimum of eighteen
(18) inches above the applicable 100-year base flood elevation unless flood proofed in
accordance with section 8-52(2) of the Flood Damage Prevention Code.
(5) One (1) foot of freeboard is required above the peak stage predicted for the 25-year, 24-
hour storm event (8.6-inches of rainfall), which may be reduced to six (6) inches if the
peak stage predicted for the 100-year, 24-hour storm event is contained below the pond
top of bank elevation.
(f) Stormwater Management Systems.
(1) General Design Criteria. Dry bottom ponds, wet bottom ponds, underdrains and
exfiltration systems shall be designed in accordance with criteria presented in the
SJRWMD Permit Information Manual as may be modified and supplemented herein or
as determined by the city engineer.
(2) Dry bottom ponds. All dry bottom retention and detention ponds shall have a pond
bottom elevation no less than two (2) feet above the seasonal high ground water
elevation, which is to be determined by a professional engineer registered in the State of
Florida with an expertise in geotechnical engineering. The side slopes of all dry bottom
retention and detention ponds shall not be steeper than three (3) horizontal to one (1)
vertical. All dry bottom ponds with side slopes that are steeper than four (4) horizontal
to one (1) vertical shall have a green vinyl chainlink fence installed with a minimum
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City of Winter Springs
Ordinance No. 2023-07
Page 9 of 12
height of six (6) feet. All fences must meet the setback requirements in section 6-193,
buildings and building regulations.
(3) Wet bottom ponds. All wet bottom ponds must have side slopes no steeper than four (4)
horizontal to one (1) vertical measured from the top of the berm down to at least three
(3) feet below the normal water level, measured vertically. This is the side slope
transition point. Side slopes may then transition, from the transition point, to no steeper
than two (2) horizontal to one (1) vertical down to the pond bottom. Wet bottom pond
side slopes steeper than these values are not allowed. If a fence is used, it must be of the
same specifications as the fence for dry bottom ponds.
(4) All ponds. All ponds shall have a minimum ten (10) foot wide stabilized berm capable
of supporting a maintenance vehicle. There shall be a minimum ten (10) foot wide
easement for each pond dedicated to the city and the homeowners' association (if
planned). All fenced ponds must have a locked gate with minimum ten (10) foot wide
opening. The seasonal high-water table shall be established by a professional engineer
registered in the State of Florida with expertise in geotechnical engineering. There must
be at least two (2) soil borings per pond or other retention area, performed at appropriate
locations within the limits of the pond or other retention area as shown in the final
construction plans.
(g) Stormwater Modeling for Ponds and Culverts.
(1) Taking credit for seepage and percolation during the storm event is not allowed.
(2) For dry bottom ponds, the initial stage shall be set at the 36 hour recovery stage for the
water quality volume or the pond bottom if water quality recovery is less than 36 hours.
For wet bottom ponds, the initial stage shall be set at the 36 hour recovery elevation for
the water quality volume or at the overflow weir elevation.
(3) All ponds shall be designed taking into consideration the tailwater of the receiving
facility. Although tailwater conditions can be established using approved studies, reports
and other best available information, any assumed relationships must be approved by the
city engineer. If the receiving facility is an existing storm sewer, at a minimum, the
hydraulic grade line (HGL) elevation can be assumed to coincide with the existing pipe
crown at the proposed point-of-connection unless a detailed study of the existing system
indicates otherwise.
(4) Stormwater modeling results shall be summarized using the city’s table templates that
are available in various electronic formats.
(h) Stormwater Modeling for Drainage Inlets and Storm Sewers.
(1) Pipe sizing, HGL computations and roadway spread of water calculations shall be
submitted for the pavement drainage systems. The HGL computations shall be
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City of Winter Springs
Ordinance No. 2023-07
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summarized on a FDOT Storm Drain Tabulation Form or a reasonably similar
representation provided as output from a computer program.
(2) Peak rates of runoff shall be computed using the Rational Method. Rainfall intensities
shall be dictated by the computed time of concentrations and based on Intensity-
Frequency-Duration Curves for Zone 7 as contained within Chapter 3 of the FDOT
Drainage Manual. A composite runoff coefficient shall be computed for each drainage
sub-basin based on runoff coefficients of 0.95 for impervious area and 0.20 for pervious
area.
(3) Pipe sizing shall convey the 10-year frequency storm event with the computed HGL at
least six (6) inches below the pavement elevation. The minimum pipe size to be used in
designing storm sewers is 15-inches (round barrel) or 12-inches x 18-inches (elliptical
barrel).
(4) All storm sewer systems must be designed to produce a minimum velocity of 2.5 feet per
second (fps) when flowing full. No storm sewer system or portion thereof shall be
designed to produce velocities in excess of ten (10) fps, inclusive of all pipe material
types. Erosion protection and energy dissipation shall be provided commensurate with
the estimated outlet velocity.
(5) The maximum spacing for access structures of any type is summarized below.
Pipe Size Maximum Spacing
15-inches 200 feet
18-inches 300 feet
24- to 36-inches 400 feet
42-inches and Larger 500 feet
(6) All storm sewer systems shall be designed taking into consideration the tailwater of the
receiving facility. In the case where a stormwater pond is the receiving facility, the design
tailwater can be assumed to be the 10-year frequency water level corresponding to the
time at which peak inflow occurs from the storm sewer into the pond.
(7) HGL computations shall include energy losses associated with entrance and exit from the
system, friction losses through the pipes and structure losses associated with individual
drainage inlets and junction manholes.
(8) Drainage inlets for subdivisions and other residential projects shall be located at all
roadway low points and along continuous grades to prevent the spread of water from
exceeding one-half the traveled lane width. Drainage inlets located at low points (sumps)
shall be designed to intercept one hundred percent (100%) of the contributing flow
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City of Winter Springs
Ordinance No. 2023-07
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without exceeding the allowable spread of water into the traveled lane width. Flanking
inlets shall be provided if needed to meet this criteria or if so directed by the city engineer.
(9) Drainage inlets and spread of water for collector and arterial roadways shall be based on
the criteria presented in Chapter 3 of the FDOT Drainage Manual.
(i) Floodplain Management.
(1) The city encourages the preservation of existing swamp areas, ponds (including
intermittent ponds), wetlands and wet areas, and bayheads for water storage and
conservation purposes. Existing flood storage quantities shall not be reduced by
development, and floodplain management shall include provisions for
compensating storage as provided in Section 8-109 of the City Code.
(j) Phased Development.
(1) Each phase of a development shall be capable of standing on its own if subsequent areas
planned for development are not developed.
(k) Use of best management practices and low impact development technologies.
(1) For new development or significant redevelopment, those stormwater management
systems that eventually discharge into the city's MS4 (municipal separate storm
sewer systems) should mitigate any increase in pollutant loads to the maximum
extent practicable. To meet this requirement, the city encourages the use of best
management practices such as stormwater reuse and nutrient separating baffle
boxes, as well as low impact development technologies, including but not limited
to: replacement of traditional paving materials with porous concrete or pervious
pavement; grass swales; bio-retention basins or rain gardens, green roofs or rain
barrels/cisterns; and other comparable methods.
(2) For new development or significant redevelopment abutting natural surface
waterbodies, the developer shall implement a minimum of one low impact
development technology strategy as described in subsection (1).
* * *
Section 5. Repeal of Prior Inconsistent Ordinances and Resolutions. All
prior inconsistent ordinances and resolutions adopted by the City Commission, or parts of prior
ordinances and resolutions in conflict herewith, are hereby repealed to the extent of the conflict.
Section 6. Incorporation Into Code. This Ordinance shall be incorporated into the
City Code of the City of Winter Springs and any section or paragraph, number or letter, and any
heading may be changed or modified as necessary to effectuate the foregoing. Grammatical,
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City of Winter Springs
Ordinance No. 2023-07
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typographical, and like errors may be corrected and additions, alterations, and omissions not
affecting the construction or meaning of this Ordinance and the City Code may be freely made.
Section 7. Severability. If any section, subsection, sentence, clause, phrase, word or
provision of this Ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall
be deemed a separate, distinct and independent provision, and such holding shall not affect the
validity of the remaining portions of this Ordinance.
Section 8. Effective Date. This ordinance shall become effective immediately
upon the effective date of Ordinance No. 2023-06 as adopted by the City Commission of the City
of Winter Springs, Florida, and pursuant to the City Charter. If Ordinance No. 2023-06 does not
become effective, then this Ordinance shall become null and void.
ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular
meeting assembled on the _______ day of _____________________, 2023.
____________________________________
KEVIN McCANN
Mayor
ATTEST:
_____________________
CHRISTIAN GOWAN
City Clerk
Legal Ad Published: _________________
First Reading: _________________
Legal Ad Published: _________________
Second Reading: _________________
Effective Date: _________________
580
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NOTICE OF PUBLIC HEARING CITY OF WINTER SPRINGSNOTICE IS HEREBY GIVEN THAT THE CITY COMMISSION WILL CONSIDER THE ADOPTION OF THE FOLLOWING:
ORDINANCE NO. 2023-07
AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA, AMENDING CHAPTER 9, ARTICLE I, SECTION 9-1 OF THE CITY’S CODE OF ORDINANCES; REPEALING IN ITS ENTIRETY CHAPTER 9, ARTICLE IV, DIVISION 4, SECTION 9-241, OF THE CITY’S CODE OF ORDINANCES AND ADOPTING A NEW SECTION 9-241 IN ORDER TO UPDATE TE CITY’S STORMWATER MANAGEMENT REGULATIONS; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT ORDINANCES AND RESOLUTIONS; INCORPORATION INTO THE CODE; SEVERABILITY; AND AN EFFECTIVE DATE.
THE CITY COMMISSION SECOND READING
PUBLIC HEARING
WILL BE HELD ON MONDAY, DECEMBER 11, 2023 AT 6:30 P.M. OR SOON THEREAFTER IN THE COMMISSION CHAMBERS LOCATED AT WINTER SPRINGS CITY HALL 1126 EAST STAT E ROAD 434 WINTER SPRINGS, FLORIDA
THE CITY COMMISSION RESERVES THE RIGHT TO POSTPONE OR CONTINUE THE PUBLIC HEARING ON THIS ORDINANCE AT THIS MEETING WITHOUT FURTHER NOTICE.
The proposed ordinance may be obtained by interested parties Between 8 a.m. and 5 p.m., Monday through Friday, at the City’s Clerk’s Office, located at 1126 E. SR 434, Winter Springs, Florida. For more information, call (407) 327-1800 #253. Persons with Disabilities needing assistance to participate in any of theseproceedings should call (407) 327-1800 #227, 48 hours in Advance of the meeting. This is a public hearing, and interested Parties are advised that they may appear at the meeting and be heard with respect to the proposed ordinance. If you decide to appeal any recommendation or decision made bythe City Commission with respect to any matter considered at this meeting, you will need a record of the proceedings, and for such purposes, you may need to ensure that a verbatim record of the proceedings is made upon which the appeal is based.
11/30/2023 7536618
ADVERTISEMENT FOR BIDRECEIPT OF PROPOSALS: Sealed proposals on forms prepared by the City will be received by THE CITY OF DEBARY at CITY HALL located at 16 Colomba Road, DeBary, Florida 32713 on, Thursday, December 21, 2023 at 2:00 PM (local time), for construction of the:
US 17/92 AT SUNRAIL STAT ION(FORT FLORIDA ROAD TO COAST TO COAST TRAIL)(SEGMENT 2)FINANCIAL PROJECT ID 439195-1-58-01Bid No. 03-23
In accordance with the drawings, specifications, and other contract documents included in the Bid Documents.
OBTAINING THE BID DOCUMENTS: Bid Documents are available at the VENDORLINK web application and at www.debary.org, and navigating from the home page to; Departments; Finance/Purchasing; Bids & RFPs; Bid No. 03-23, FORT FLORIDA ROAD TO COAST TO COAST TRAIL.
Individuals covered by the Americans with Disabilities Act of 1990 in need of accommodations to attend public bid openings or meetings should contact the City Clerk at (386) 668-2040 at least five (5) days prior to the date.
RIGHTS RESERVED: THE CITY OF DEBARY reserves the right to reject any or all proposals and to waive any formality or technicality in any proposal in the interest of THE CITY OF DEBARY.
Carmen RosamondaCity ManagerCity of DeBary, Florida 11/30/2023 7539321
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PUBLIC HEARINGS NOTICE FOR REQUESTS BEFORE THE CITY OF DELTONA PLANNING & ZONING ADVISORY BOARD AND DELTONA CITY COMMISSION
The City of Deltona, Florida will hold public hearings on the following:
ORDINANCE NO. 04-2024AN ORDINANCE OF THE CITY OF DELTONA, FLORIDA, CREATING CHAPTER 76 AFFORDABLE HOUSING OF THE LAND DEVELOPMENT CODE, RELATING TO AFFORDABLE HOUSING REGULATIONS AND THE LIVE LOCAL ACT; AND PROVIDING FOR AN EFFECTIVE DATE.
Public hearings will be held as follows:
Planning and Zoning Board – December 13, 2023 at 6:00 p.m.
City Commission – January 2, 2024 at 6:30 p.m. (First Reading)
at City Hall, 2345 Providence Boulevard, Deltona, Florida.
All interested parties are invited to provide their comments, views and objections to the Deltona Planning and Zoning Board and/or City Commission as part of the public hearing(s). The failure of a person to appear during said public hearing(s) and to object either in person or in writing to said case may severely restrict the ability of such a person to contest it at a later date.
The associated paperwork may be inspected by the public at the Deltona City Hall, 2345 Providence Blvd., Deltona, Florida, Monday – Friday, 8:00 a.m. – 5:00 p.m. For further information, contact the City Clerk’s Office at (386) 878-8500. The date, time and place of any continuance of the above scheduled public hearing(s) will be announced at said public hearing(s) and no further notice regarding said continuance is required to be published.
If a person decides to appeal any decision made by the Deltona City Commission with respect to any matter considered at such meeting or hearing(s), he or she will need a record of the proceedings, for such purpose, he or she may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. The City does not provide this verbatim record.
Individuals with disabilities needing assistance to participate in any of these proceedings should contact the City Manager in writing at CityManager@deltonafl.gov or to Deltona City Hall, 2345 Providence Blvd., Deltona, FL 32725 at least 48 hours prior to the meeting at which the person wishes to attend. The City is not permitted to provide the use of human physical assistance to physically handicapped persons in lieu of the construction or use of ramps or other mechanical devices in order to comply with Florida law. If proper accommodations for handicapped access cannot be made at a particular public meeting venue pursuant to a timely written request under Section 286.26 F.S., the City Manager shall change the venue of that meeting to a location where those accommodations can be provided.
All parties in interest and persons for or against aforementioned items will be given an opportunity to be heard at said Public Hearing(s).
If you should have any questions regarding the above ad, please contact my office at (386) 878-8500. Thank you.
7535908 11/30/2023
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NOTICE OF PUBLIC HEARING CITY OF WINTER SPRINGSNOTICE IS HEREBY GIVEN THAT THE CITY COMMISSION PROPOSE TO CONSIDER THE FOLLOWING:
ORDINANCE NO. 2023-13
AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, FLORIDA, AMENDING THE CODE OF ORDINANCES REGARDING WATER, WASTEWATER, RECLAIMED AND WATER RATES, FEES, AND CHARGES; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT ORDINANCES AND RESOLUTIONS; PROVIDING FOR INCORPORATION INTO THE CODE; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE.
CITY COMMISSION SECOND READING/ADOPTION PUBLIC HEARING WILL BE HELD ON MONDAY, DECEMBER 11, 2023 AT 6:30 P.M. OR SOON THEREAFTER IN THE COMMISSION CHAMBERS LOCATED AT WINTER SPRINGS CITY HALL 1126 EAST STAT E ROAD 434 WINTER SPRINGS, FLORIDA
THE CITY COMMISSION RESERVES THE RIGHT TO POSTPONE OR CONTINUE THE PUBLIC HEARING ON THIS ORDINANCE AT THIS MEETING WITHOUT FURTHER NOTICE.
The proposed ordinance may be obtained by interested parties between 8 a.m. and 5 p.m., Monday through Friday, from the office of the City Clerk, located at 1126 E. SR 434, Winter Springs, Florida. For more information, call (407) 327-1800 #237. Persons with disabilities needing assistance to participate in any of these proceedings should contact the Employee Relations Department Coordinator, 48 hours in advance of the meeting at (407) 327-1800, #236. This is a public hearing. Interested parties are advised that they may appear at the meeting and be heard with respect to the proposed ordinance. If you decide to appeal any recommendation or decision made by the City Commission with respect to any matter considered at this meeting, you will need a record of the proceedings, and for such purposes, you may need to ensure that a verbatim record of the proceedings is made upon which the appeal is based. 11/30/2023 7536628
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