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RESOLUTION NO. 00-33 '
A. RESOLUTION ADOPTING THE FLOODPLAIN
MANAGEMENT PLAN;, TRANSMITTING THE PLAN TO,
, THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FOR REVIEW AS REQUIRED BY THE NATIONAL FLOOD
INSURANCE ,PROGRAM'S COMMUNITY . RATING
SYSTEM; AUTHORIZING THE CITY MANAGER TO
INITIATE ACTIVITIES AS RECOMMENDED IN THE
FLOODPLAIN MANAGEMENT PLAN; AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the National Flood Insurance Program (NFIP) provides federally,
supported flood insurance in communities that regulate development in their
floodplains, and the Community Rating System (CRS) reduces flood insurance
premiums in those communities that do more than implement the minimum regulatory
requirements; and
.WHEREAS, adopting the Floodplain Management Plan (the 'Plan) will provide
the citizens of Clearwater access to the Flood Hazard Mitigation Assistance program
funds; and
(' "> WHEREAS, the City Commission adopted a Repetitive Loss Plan on December
-",,,j 11, 1991, which this Plan updates and provides a more thorough analysis; and
WHEREAS, the Plan as amended is consistent with the Clearwater's adopted
Comprehensive Plan; and
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WHEREAS, floodprone neighborhoods in the City of Clearwater have flooded
several times over the past twenty years, resulting in property loss and hazards to
public health and safety; and
WHEREAS, various City projects, programs, operations and initiatives in the
Plan may lower flood insurance rates for City residents;
NOW I THEREFORE, BE IT RESOL VEO by the City Commission of the City of
Clearwater, Florida that the Floodplain Management Plan as amended and attached
hereto is adopted, that the Plan be transmitted to the Federal Emergency Management
Agency for appropriate action as required under the National Flood Insurance
Program's Community Rating System, and that the City Manager is authorized to
initiate activities as recommended in the Plan.
Resolution No. 00-33
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This resolution shall ,take effect iml11ediately upon adoption~
:~I:: PASSED AND 'ADOPTED
Approved as to form:
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Leslie' Dougall~Side
A~sis~ant City. Attorney
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September 21, 2000
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THE CLEARWATER CITY COMMISSION
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Brian J. Aun~ Mayor I Commissioner
,J.B. Johnson, 'lr., Vice Mayor I Commissioner
Bob Clark, Commission~r
Ed Hart, Commissioner
Ed Hooper, Commission'cr
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Pam Akin. City Attorney ,
Leslie Dougall-Sides, Assistant City Attorney
John Asmar, Planning and Development Services Administrator'
RalphStone, Planning Director '
C}'hdi Hardin, AlCP ~ Assistant Planning Director
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ADVANCE PLANNING DIVISION
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Gary Joncs~ AICP, Senior Planner
Lochen Wood, Planner
Amy Ruschcr, Staff Assistant
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CONTRIBUTING CITY STAFF,
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Tom Miller, Assistant Engineering Director
, Ed Adams '
Brian Barker
Terry Finch '
Dave Larremore '
Tom Mahoney
Elliot Shoberg
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CRS:, Floodplain Management Plan - 2000
City of Clea~ater
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1. "Introduction e '.~4 ... tl t4.4.4 ~~... ~I t, ....~ ..... tl t' .~';..,.... '4 t4........ ,.".'..~ .... ,. .... '.'4 e' ,....... ... tt" t' '+".~I 1 <
2. Planning Process...... t. t.~4.~ ...~. t' t4 ......,..... ,.... ~...~.'.....t,., '..4.........,.. ...... ..... t,~, ,~..,.. .......,,:,.. ,.,.. 1
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Causes of Repetitive Flooding.... .................... .', ............,,;........ ~...: ......... ....."...... 2'
4.
Flood Data t.... .1.............4 e4 ...t...... I'~.'. ........ t. ~.,....... ............~.. ...... t,...... ::..... t.. ..... ,... ...... t.t..., tt+,..... 2
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,A. Weather Events Resulting in Repetitive Losses
B. Other Weather Events
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Areas ofRepetjtive Loss Properties........" ........................... .......; ............;.... ...... 6
A. Cleanvater Beach . '
B. Stevenson Creek Basin
C. Alligator Creek Basin
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Floodplain Development...,.. ....... ..~,.................. ._............ .........;.;...... ..... .;'...~ .~...l 0
A.' Development Trends
B. Development Constraints
C. The Floodplain
, D. Floodplain Uses
E. Critical Facilities in Floodplain
7.
, Future Development............ .......................... ..'.....".. .........,.:............................ .16'
A. Activity Center Development '
B: Redevelopment Districts
C. Residential Development
0, Potential Annexation Areas
b, Land Use Planning for Annexation Areas
F.Provision of Services to Annexation Areas
G. Flood Hazards for Annexation Areas
8,
Plan Goals.. ..... ................................................................................................, 19
A. Future Land Use Element
B. Stormwater Sub element
C. Coastal Management Element
D. Conservation Element
E. Recreation and Open Space Element
F. Capital Improvements Element
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CRS: Floodplain Management Plan -.2000
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City of Clearwater
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Tabl~" of Contents (can't)
9. Recommended Flood Management Activities ..................................;................30
A. Preventive '.
B. Property Protection '
C. Natural Resource Protection
D. Emergency Services
,. , E. Structural Projects
F. Public Information
10. 'Implementation Schedule .:............ ,........................;........ ........... .....'.... ..............35
11.. , Plan Monitoring.......... .................. ....,..... ..,..............:................ .............. :..'...:... ...36
Bibliography
Appendices,
Appendix A:
Appendix B:
Appendix C:
Appendix D:
Appendix E:
Appendix F:
Appendix G;
Appendix H:
Appendix 1:
Appendix J:
Appendix K:
Appendix L:
Clearwater Benchmark, Grid
Flood Insurance Claim Dates and Rainfall Events
FEMA Repetitive Loss Properties - 2000
Flood Da'mage Prevention Ordinance
Erosion and Siltation Control Policy
Design Criteria for Stormwater Drainage
Stormwater Policy
CCMP - Clearwater Action Plan
Stormwater Subelement - ClearWater Comprehensive Plan
Substantial Improvement Application
Flood Complaint Process
Stormwater Utility Project List
Maps
Map 1: Topography
Map 2: Drainage Basins
Map 3: Repetitive Losses
Map 4: Flood Hazard Zones
MapS: Coastal High Hazard Area
Map 6: Critical Facilities in the Floodplain
,Map 7: CRABoundary
Map 8: Stonnwatcr Improvement Projects
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i. Introduction
Clearwater, is the second largest city in Pinellns County (102,874) and has
undergone considerable growth since 1970, Between 1970 and 1990, the number
of housing unit!) doubled and the population increased by 80%. The City occupies
approximately 27 square miles of landt half of which is residential.
Development and the resulting increase in impervious surface area has
substantially increased stormwater runoff since ClearWater's incorporation.
making floodplain management an important component in protecting people and
, , property. The National Flood Insurance Program's (NFIP) Community Rating
Sys~em (CRS) has been created by the Federal Emergency Management Agency
(FEMA) to decrease vulnerability in flood prone communities.,
The City of Clearwater initially submitted a partial Repetitive Loss Plan
application in accordance with the 1990 special addendum on December 14t 1990.
The Repetitive Loss Plan was completed on December 11, 1991 to satisfY the CRS '
requirements, This plan is a more comprehensive analysis of existing conditions
and planned improvements than the previous plan and satisfies all minimum
requirements of the CRS program. The purpose of the Floodplain Management
Plan is to identify flood hazardst floodplain management goals, possible mitigation
measures and an action plan.
2. Planning Process
Stonnwater management is guided by two administrations within the City. The
Public 'Yorks Administration is responsible for the design, construction and
maintenance of public drainage systems, Planning and Development
Adininistration in conjunction with the Engineering Department is responsible for
the review and approval of private drainage conveyance and retention. A Planner
within the Planning Department serves as the CRS Coordinator.
Since its incorporation, the City has been involved with flood control and
prevention of flood damages, and the planning, design and construction of
drainage improvements. Historically, flood management has been guided by the
1981 Alligator Creek Drainage Basin study and the 1981 Stevenson Creek
Drainage Basin study and 1988 update.
Recent stormwater management has been guided by the 1989 Comprehensive Plan
,updated in 2000, the 1997 Watershed Action Plant the 1996 Allen's Creek
Watershed Management Plan, the 1997 Alligator Creek Watershed Management
Plan and the Stevenson Creek Watershed Management Plan under development.
Numerous other studies have also been completed. The result of these planning
efforts and projects has been the creation of a Committee to more efficiently
address stormwater issues. '
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City of Clearwater
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The Capital Improvements Stonnwater Management Committee regularly
convenes to discuss various issues related to stormwater policy. This committee is
comprised of City represCntatives fro'm the Engineering and Planning
DePartments. Public Service, Public Utilities and Maintenance. This committee
has served as the planning committee for the eRS Floodplain Management Plan.
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3. Causes of Repetitive Flooding
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The City of Clearwater is bounded on the west by the Gulf of Mexico, and on the
eastby Tampa Bay. The topography consists of low coastal plains on the barrier
islands at sea level to a crown of 100 feet above mean sea level (m.s.l.) on the
, mainland in northeast Cleanvater (Map 1). Approximately 11.4% of the City is
, located in the 100 year floodplain, most of which is subject to high tidal conditions
(Appendix AJ.
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, The Cleanvater stann drainage system includes 114 miles of catch basins and .
drainage Jines, 35 miles of drainage ditches, and 37 ponds or lakes. The coastal
zone areas include 13 miles of catch basins and drainage lines. Natural channels
and outfalls are the primary drainage outlets. All of the 7 drainage basins outfalJ
to tidal water either directly through overland flow or a network of drainage-ways'
and storm sewers (Map 2). Three areas have stonnwater drainage directly to the
Gulf or Tampa Bay.
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Clearwater Beach which drains directly to the Gulfhas 71 of the 84 repetitive loss
properties. This area is the lowest lying area of the City is generally less than 6
feet above m.s.l. and was composed of coastal wetlands and marshes before
development. Many ofthe properties, improvements and facilities are below the
necessary elevation to avoid a 25 year tidal return event.
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4. Flood Data
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The following summary indicates that a majority of the repetitive .loss property
reports from 1978 to the present, resulted from 4 storm/tidal events. All other
repetitive loss property reports were caused from lesser events as stated.
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A. Weather Events Resulting in Extensive Damage
A review of the repetitive loss properties from 1978 to the present indicates the
foHowing four stonns documented by the National Weather Service in Ruskin,
Florida, account for more than 78% of the losses (Appendix B).
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CIty' of Clearwater
"Hurricane Elena u; Rainfall and high tides over a two day
, period flooded 52 houses with insurance.
Stationary Front. Greater than 15 inches of rain in a four
day period and high tides flooded 13 houses with insurance.
Winter No Name Storm. Ra~nfall and a tidal'surge flooded
resulted in 65 houses being flooded with insurancet the
worst event in tenns of number oEclaims.
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10/6/96 to 10/8/96 "Tropical Storm Josephine fl. Rainfall combined with high
tide caused flooding in 34 houses with insurance.
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B. Other Weather Events Resulting in Less Extensive Damage
The following rainfall and/or tidal events caused less extensive damage by having
six or fewer claims, acco'unting for less than 22% of claims:
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Date
5/04/78
5/08/79
Si29/79
9/23/79"9/26/79
2/08/81
SI20/81-8/21/81
8/09/82':8/10/82
,8/18/82-8/19/82
9/28/84
7/25/85-7/26/85
10/31/85
12/31/86
7/02/87
7/20/87-07/21/87
11/22/88-11123/88
2/28/93
9/11193
10/04/95-10/05/95
06/02/95-06/04/95
07/12/95
07/27/95
06/22/97-06/25/97
07/05/97
10/31/97
1/2/99-113/99
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City of Clearwater
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The City's design standards for protection against stonnwater flooding from
rainfall events is based on a ten-year event for new development and 100 year
event for structures. This rainfall event 0[7.5 inches over a 24-hourperiod is
~tilized when detenninin& the size. slope. type and location of drainage
conveyance facilities for stonnwater relief of roadways within the City limits.
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The four major stonns are all rain events and/or tidal events that exceed City ,
design criteria. These criteria are consistent with those utilized by many
communities within the State of Florida. Therefore, physical improvements to the
stonnwater system will not eliminate all property loss. '
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5. Areas of Repetitive Loss Properties
Repetitive loss properties are properties which the National Flood Insurance
Program (NFIP) has paid two or more claims of $1 tOaa or more in any given ten
year period since 1978 (Appendix C). The City is divided into eight drainage
basins not including four areas which drain directly to Tampa Bay or the Gulf of
Mexico. The 100 year floodplain is represented in 2 of these drainage basins (Map
3). None of the basins are unique to Clearwater, many cross municipal boundaries
and also include unincorporated enclaves. Also, many areas along the eastern and
western portions of the City have direct nmoffto the Gulf of Mexico or Tampa
Bay.
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This section provides an overview of where flooding problems exist, and provides
the number of repetitive loss properties, the primary existing land uses and a
description of the area. '
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Two primary areas in Clearwater have had repetitive loss claims: Clearwater
Beach and Stevenson Creek. The Alligator Creek basin currently has one
repetitive loss property located within its boundaries.
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A. Clearwater Beach
There are 71 repetitive loss properties located on Clearwater Beach, eight of which
are located on Sand Key.
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Land use within this watershed is residential and commercial. Many of the
commercial faciHties are hotels, motels and restaurants which cater to the tourist
population. Historically, the Island Estates neighborhood and fingers off of
Harnden Drive and Gulf Boulevard along Sand Key were created through fill
activities.
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CRS: floodplain Management Plan - 2000
City of Clearwater
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, Stann outralls below mean high tide, lower than desirable' building elevations, and ,
the topography ofthe areas all were contributing factors to the repetitive Josses,
generaUy caused by tidal flooding. The highest benchmark on ClearwaterBeach is
located along the Memorial Causeway and Island Way at 7.4 feet above m.s.l.
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The beach watershed was first studied and addressed in the J 997 C/eanvater
Watershed Action Plan. A high percentage of impervious acreage, increased,
channelization and a decreased headwater depressional storage' area have
co~tributed to flooding problems, which are typical of highly developed urban
areas.
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B. Stevenson Creek Basin
There are 12 repetitive loss properties located in the Stevenson Creek Basin.
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The Stevenson Creek watershed is highly urbanized with approximately 10%
remaining undeveloped. The predominant land use in the watershed within
Cleanvater city limits is low density residential particularly east of Stevenson
Creek and north of Drew Street. Land use west of Stevenson Creek and south of
Drew Street is comprised of mixed urban land uses including low density
residential, high density residential, commercial, office and industrial.
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The Stevenson Creek basin is the largest drainage basin in the City of Clearwater
encompassing approximately 6,000 acres. More than sixty percent, or
approximately 3,789 acres, is contained within the City limits. The remaining
portion is located within the cities of Dunedin, Largo, and Pinellas County. Lakes
within the watershed include Lake BeHevue (24 acres), Crest Lake (10 acres) and
. Lak.e Hobart (12 acres). Lake Bellevue and Crest Lake are adjacent to low density
residential and recreational uses, while Lake Hobart is surrounded by a large area
of low density residential land use.
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The topography of the Stevcnson Creek watcrshed varies in elevation from 0 to 65
feet above mean sea level and is gently rolling. A high degree of development has
resulted in extensive impelVious surfaces and very limited amounts of natural
streams and flood plains. Most constructed channels are inadequate for heavy
stonn runoff and are further restricted by small bridges and culverts which cross
the creek frequently.
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Historically, the Stevenson Creek watershed provided examples of many different
habitats found in Florida. The mouth of the creek is estuarine and a weir
constructed at Palmetto Street along the creek separates this portion from the
freshwater portion. South of the weir the banks are relatively steep and create only
a small zone for wetland vegetation. This extends to Court Street where the creek
runs through the Glen Oaks Municipal Golf Course. The southern end is confined
by vertical walls before opening up into a wider expanse of marsh area. This area
, is characterized by cattail, pickerelweed. primrose willow and water lettuce.
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City of Clearwater
South of Druid Road to Jeffords Streett the stream is controlled by a weir at Druid
and functions it. long linear retention area. Emergent vegetation along the bank is
minimal. South of Jeffords, a significant amount of aquatic vegetation occurs in
the streamway with wetland vegetation confined to a narrow bank. zone in this
channelized section. Exotic and nuisance trees such as white mulberry, earpod
tree and roya1.poinciana line the area further south. From Lakeview Road and
,beyond, the stream charinel is confined to a narrow easement and is overgrown
with exotic and nuisance species until the stream is piped underground at Bellevue
Boulevard.
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The Stevenson Creek watershed has had two watershed wide investigations and
one study of localized problem areas completed. Currently, a new watershed
management plan is being developed for Stevenson Creek which is expected to be
completed in 2001.
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c. Alligator Creek Basin
There is one repetitive loss property in the Alligator Creek watershed.
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The Alligator Creek watershed lies within three jurisdictions; the City of
Clearwater, Pinellas County and the City of Safety Harbor. This is the most
urbanized watershed in the City, with a large industrial area covering the western
portion, low density residential areas in the central portions and a wide corridor of
commercial land use along U.S. Highway 19.
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The Alligator Creek watershed is the second largest watershed within the City of
Cleanvater. It drains about 51691 acres of which nearly 60% is within the
Clearwater City limits. The main stem of Alligator Creek originates near the
intersection of Keene Road and Sunset Point Road on the northern edge ofa large
industrial area adjacent to the Clearwater Airpark. There are five defined
tributaries which discharge to the main creek channel. The main stem flows cast,
eventually discharging to Alligator Lake which in turn discharges into Old Tampa
Bay. Alligator Lake is fitted with a salinity control structure which prevents
saltwater intrusion into the lake and creek.
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Significant lakes within the watershed include Lake Chautauqua (50 acres),
Moccasin Lake (30 acres) and Alligator Lake (80 acres). Lake Chatauqua
discharges into a south flowing tributary of the main channel. Moccasin Lake is
located almost centrally along the length of the stream at Mocassin Lake Park.
Runoff is received from the surrounding areas and the lake as well as two retention
ponds which outfall into a channel and subsequently into the main channel.
Alligator Lake is the most downstream lake in the Alligator Creek watershed and
receives runoff from the entire upstream portion of the watershed as well as from
local residential runoff.
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The Alligator Creek watershed's topography is such that the creek has two main
areas of headwaters. One is located in a topographically high area north of Lake
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City of Clearwater
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Chautauqua (90 feet above m.s.l) and the other is located west of Keene Road (65 ,
feet above m.s.I.).
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Several studies have been perfonned for the Alligator Creek basin over the past 15
years. The first ofthese studies was conducted in 1981 by HDR for Pinellas
C01mty as part of a county-wide comprehensive stonnwater drainage master plan.
A 'detailed study in a portion of the basin was conducted for the City of Clearwater
in 1989 by the U.S. Army Corp of Engineers. Most recently in 1997, Parsons
Engineering Science, Inc. performed the most comprehensive study for this basin.
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'6. Floodplain Development
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A. Development Trends "
The City of Clcanvater was incorporated in 1897 at which time the area was
important as a trading post. The City remained a small town with a 1930
population of7t607 until after World War II, when the population doubled to
15t581. Similar to the rest of Florida, Clearwater experienced significant growth
from this time on.
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Garden Memorial CausewaYt now referred to as Memorial Causeway, was
constructed in 1928 and connected mainland Clearwater with Clearwater Beach.
The Causeway replaced an old wooden bridge and allowed for better access to the
Clearwater's barrier islands. In the late 1950's, traffic counts by the Florida State
Highway Department indicated 6.3 million cars annually traveled the roadway.
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Dredge and fill projects were numerous in Pinellas County during this time.
Clearwater's Island Estates neighborhood was the City's most prominent fill
project located between Clearwater Beach and the mainland. This neighborhood
was described as uVenice-type development for exclusive homes". Although this
neighborhood is located on the waterfront, only one repetitive loss property has
been identified.
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From 1970 to present, Cleanvater's population has doubledt with most of this
growth occurring between 1970 and 1990. Clearwater has become virtually built
out and experiences growth primarily thfough relatively small annexations and
redevelopment projects. The beach is a mix of rcsidenti~ll and commercial uses
and is generally redeveloped on a parcel-by-parcel basis.
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B. Development Constraints
1. Clearwater is surrounded by bodies ofwnter to the east and west and has no
large undeveloped land areas to the north or south.
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City of Clearwater
2. Clearwater's population has experienced low growth since 1990. increasing
from 98,784 to an estimated 102.874 in 1998.
'3. Clearwater has limited vacant land (4.4%) for development in the floodplain.
4. Environmentally sensitive lands are designated Preservation on the City.s
Future Land Use Plan Map. 25.6% of the floodplain has the 'future land use
designation of either Preservation (3.1 %) or Recreation/Open Space (22.5%).
These desigmltions do not permit residential or commercial development.
c. The Floodplain
The extent of flood hazard exposure in developed floodplain areas is largely due to
at-grade construction (Map 4). Older developments. built prior to floodplain
regulation, are often susceptible to coastal flooding. These properties are referred
to as pre-FIRM because of their construction before the adoption ofFload
Insurance Rate Maps (FIRM) requiring construction above base flood elevation.
Formal regulation of floodplain development did not occur until 1980 when the
Flood Damage Prevention Ordiriance was passed. The Flood Damage Prevention
Ordinance (Appendix D), contained in the cleanvater City Code, regulates coastal
construction in aU areas of special flood hazard, consistent with 161 Florida
Statutes and the National Flood Insurance Program. The Ordinance refers to the
Federal Emergency Management Agency's (FEMA) maps in defining the coastal
high hazard area. Special construction standards are required for new
, development, substantial improvements and the facilities that service areas
vulnerable to flooding. The standards are intended to minimize impacts on natural
features and allow structures to withstand the forces and flood elevations ofthe '
100 year storm. 60 of the 84 repetitive loss properties are located on north
Clearwater Beach which is entirely residential and primarily constructed prc-
FIRM. Post-FIRM base flood elevation for the North Clearwater Beach area is
generally 11 feet.
The Erosion and Siltation Control Policy was implemented in 1984 (Appendix E).
These measures require erosion and siltation control methods to be employed
during construction. Land clearing and gmbbing, stabilization of denuded areas,
. protection and stabilization of soil stockpiles, protection of existing stonn sewer
systems and sediment trapping procedures are included in this policy.
The Design Criteria for Stormwater Drainage was implemented in 1991 (Appendix
F). In general, these standards are a combination of requirements set by the
Southwest Florida Water Management District as administered by the Pinellas
County Department of Environmental Management, and requirements set by the
City of Clearwater, Public Works Administration. This document prevents
damage from flooding by reducing peak. flow of surface water runoff and ensures
water quality by managing the concentration of pollutants entering surface waters.
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The City also utilizes a Stonnwater Management System Policy guidance manual.
TIus manual is intended to provide water policy guidance for the development and
implementation ofprograms, projects, rules and plans relating to City water
resources and is only intended ~ a reference guide (Appendix G)
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The Tampa Bay National Estuary Program (TBEP) was established in 1991 to
assist the community in developing a comprehensiye plan to restore and protect
, Tampa Bay. The program is part of a national network of28 estuary programs
, established under the Clean Water Act and administered nationally by the U.S.
Environmental Protection Agency (EPA). Localadministrativc'support is
, provided through the Tampa Bay Regional Planning Council. Charting the
Course -: The Comprehensive Conservation and 1I1anagement Plan (CCMP) for
, Tampa Bay, provides strategies to repair and protect the Tampa Bay ecosystem in
the most cost-effective manner and according to the principles of ecosystem
,management'. Clearwater is a TBEP participant and has created an action plan to
meet the goals oCthe CCMP (Appendix H).
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D. Floodplain Uses
. Existing floodplain land uses are.inventoricd and summarized in the table below.
The most vulne~ble uses located in the Coastal High Hazard Area (Evacuation
Zone A) are also included (Map 5). Analysis of existing floodplain land uses
results in the following major findings:
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1. 11.4% (1,850 acres) of the City is located within the 100 year floodplain;
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2. 74% of the floodplain acres are commercially developed, 25.6% are
preservation Of fecreation/open space and .4% vacant.
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3. 68 acres of mobile home land use is located in the flood plain.
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Floodplain Existing Land Use
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, Single Family
Multifamily
Mobile Home
Public~Semi Public
Commercial
Industrial
Recreation/Open Space
PresclVation
Vacant
Miscel1aneous
TOTAL
Acres
593
129
68
113
284
46
417
58
82
60
1,850
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City of ~Iearwater
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E. Critical Facilities in the Floodplain
Critical facilities are essential services needed by,the city residents such as fire
stations, police stations, potable water facilities, sewer facilities. hospitals and
oUter utilities (Map 6). The following four critical facilities are located in the
floodplain:
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Lift Station 45
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Fire Statton 46
Addr.ess
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1371 Gulf Blvd.
1605 Harbor Drive
534 Mandalay Ave
Function
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7. Future Development
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A. Activity Center Development
The Clearwater Comprehensive Plan's Future Land Use Element identifies one
activity center located in downtown. This activity center has 17 acres which are
located in the floodplain. TIus area is a major employment center for Clearwater
and includes Pinellas County and City of CleafW'ater government offices, and also
commercial, entertairunent and industrial development. The future land use is
primarily classified as Central Business District and thus, the land development
regulations allow the most intense development. However, limited development
currently exists in the floodplain on the western edge of downtown and future
development is limited due to the City ownership of the most ofthe land.
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B. Redevelopment District
Downtown's redevelopment district is essentially the downtown activity center
, and has the same acreage in the floodplain (Map 7). The Town Pond, a downtown
drainage facility, is proposed in the Capital Improvements Program, and will
provide an expanded stonnwater facility to resolve persistent flooding of streets
and structures. The project '5 intention is to promote redevelopment a more
comprehensive approach to handling stormwater runoff. Redevelopment of
downtown has and will continue to be a priority of the City. Mixed use is desired
and encouraged by the Redevelopment Plan 'adopted in ] 995.
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C. Residential Development
The existing single family residential character of the City is maintained with
approximately 5,156 acres or 39% of the net land devoted to residential uses at a
density not exceeding 7.5 units per acre. 616 acres (33%) in the floodplain are
single family residential. Generally, this density is not proposed to change.
Single~family properties located on Clearwater Beach are undergoing
redevelopment on a parcel~by~parcel basis and are constructed to current FEMA
requirements, limiting potential flooding.
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City of Clearwater
Multifamily residential uses (7.6+ units per acre) occupy 1,980 acres or 15% of the
City. 130 acres (7%) of multifamily residential comprises existing land uses in the
floodplain. Areas located in the' floodplain requesting density hicreases are
required to mitigate potential impacts by constructing to the proper elevation.
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D. Potential Annexation Areas
Cleanvater has a voluntary annexation program that encourages incorporation of
properties located within the Clearwater Planning Area and eligible for annexation
under the Florida Statutes. There are approximately 160 enclaves, located within
the Planning' Area, most of which are developed. Limited acreage exists in the
floodplain eligible for annexation.
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E. Land Use Planning for Annexation Areas
Appropriate land use planning for annexation areas consider existing development
conditions and the adequate provision of infrastructure and services. In thc early
1990's, Pinellas County and local municipalities, including Clearwater, adopted
consistent future land use plans. This allows land use areas in the utiincorporated
areas to correspond with City plans, providing property owners an easier transition
into the City.
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Often, property owners have an interest in annexation to redevelop. These
redevelopments must meet current codes and regulations including drainage and
elevation. The Flood Damage Prevention Ordinance of Cleanvater currently and
will continue to govern construction in future annexation areas.
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The City of Clearwater and Southwest Florida Water Management District
(SWFWMD) regulates construction of new drainage systems. Reccnt and future
developments in the CleaIVlater Planning Area will continue to be required to
comply with applicable City and SWFWMD water quality and quantity
regulations.
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F. Provision of Services to Annexation Areas
Potential annexation areas such as residential properties may be on septic systems
and often request to tie into the sanitary sewer system after annexation. These
septic systems may be substandard and in need of replacement. Other utilitics
exist on developed parcels and are usually adjacent to undeveloped parcels.
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A limited amount of area eligible for annexation is located in Flood Zone A.
Therc is not a concentration of potential annexation areas in a flood hazard area, but rather a
scattered pattern. However, the central and northern portions of the City have more enclaves in
flood areas than the southern section of Clearwater.
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City of Clearwater
8.' Planning Goals'
There are nwnerous, planning goals that are appropriate to the Floodplain
Management Plan as adopted in the 1989 Comprehensive Plan and later amended.
These community policies have been completed, will be completed or are ongoing,
' 'and are found in the Future Land Use, Coastal Management, Conservationt Capital
Improvements Elements and the Stonnwater Subelement.
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, A. Future Land Use Element
1. 1.1.6 'AU development andlor redevelopment activities in floodways and
. floodplains shall be controlled through consistent application of local, state,
and federal regulations, mitigation and management plans, and the pennitting
process.
2. 1.1.8 Mitigation plans for alteration of non. jurisdictional wetlands,beach
dunes, swamps, marshes, streams, creeks, one hundred (100) year flood
plains, or lakes shall require not less than a 1:1 ratio of mitigation land (on. or
off.site) as approved by the Public Works Department and/or City
Commission. .
3. 6.1.5 In addition to overall consistency with the City's comprehensive plan,
the proposed location of a new or expanded public education facility of the
Pinellas County School District within one ofthe land use categories listed in
Policy 6.1.2. shall be reviewed and considered with the following general
criteria:
4.
There are no significant enviromnental constraints that would
preclude development of public education facilities on the site.
6.
TIle proposed location is well drained and soils are suitable for
development or are adaptable for development and outdoor
educational purposes with drainage improvements.
7.
The proposed location is not in conflict with the County's
Stonnwater Management Plan and the City's adopted watershed
management plan, ifappJicable.
8.
The proposed location is not in a velocity flood zone or a
floodway.
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City of Clearwater
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B. Stormwater Subelement ( Appendix I - complete subelement)
. 1. 16.2.3, All stormwater management improvements should seek to meet
applicable goals, guidelines, and regulations established to provide flood
protection and pollution abatement.
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16.3 Objective - Lower highwater profiles during storm eventst as
necessary, to reduce house flooding occurrences and to lessen the resulting
adverse effects on public health, the natural envirorunent, public and private
property.
16.3.1 Continue to provide a program of regular maintenance to the
stormwater management system to ensure maximum efficiency and
performance; Ensure that stonnwater management plans include measures to
remove trash, sedimentation and other debris which impede flow and
incorporate structural and non-structural measures to reduce or eliminate the
discharge of oil, grease, heavy metals, and other suspended particles into the
storm water management systems.
4.
16.3.2 Natural and man-made wetlands shall be considered as a means to
provide stormwater management wherever possible and shall be maintained
for hydrologic purposes. The efficiency of natural and man-made systems to
convey stormwaterrunoffshall be protected through the provision of routine
water quality maintenance schedules overseen by city inspections.
5.
16.3.3 Continue to provide multiple use facilities, such as recreational open
space uses, with open channel stomnvater management systemst when
appropriate.
6. 16.3A Development and redevelopment activities shall comply with all
stormwater management design standards and criteria.
7.
16.3.5 Structural Development shall be prohibited where it is determined
that such development will have an adverse impact on stormwater storage
areas, increase flood prone areas. significantly increase rates of runoff, or
cause other unfavorable drainage conditions. Both man-made and natural
systems shall be treated on an equal basis as a sensitive preservation area; no
distinction shall be made between a natural system and a man-made or man
altered hydrologic system.
8.
16.3.6 Prohibit new building, development or construction that will result in
building(s) constructed within/or over stormwater retention/detention ponds,
streams or channels. All wetlands, streams, channels, or other hydrologic
features, whether wetlands, ponds or bodies of water having intrinsic
hydrologic, biologic and zoological functions with no distinction made in
regard to its status to whether it is manMmade or natural shall be considered
21
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, City of Clearwater '
for a Preservation Land Use Plan classification to ensure protection from
development.
. 9. 16.3.7 Continue active participation and cooperation with the National
Plood Insurance Program and the Plorida Emergency Management Agency
for the purpose of recognizing flood prone areas, and establishing abatement
programs that endeavor toward a reduction in damages and losses due to
, flooding.
10. 16.3.8 Continue the established requirement ofa twenty-five foot setback
from the tops of a bank from aU wetlands whether natural or man-made, and
require finished floor elevations in areas adjacent to lakes, bays, creeks, the
Gulf of Mexico, Tampa Bay and Old Tampa Bay, and other flood prone
areas.
,1l.' 16.4 Objective - Continue the implementation of the most cost effective and
efficient plan to reduce the occurrence of street flooding where safety issues
and traffic problems exist as prioritized and set forth in the Capital
Improvement Element, and listed in the stonnwater management plans,
12. 16.4.1 Identify areas where inadequate stormwater management easements
exist, and obtain proper access to stonnwater management channels,
structures and appurtenances for maintenance purposes.
13.
14.
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16.
17.
16.4.2 Improve aU street stonnwater management systems where
deficiencies exist.
17. Goal- Discharges of storm water shall be managed to provide flood
protection for the citizens of the city of clearwater and to preserve, protect,
and enhance the water quality ofreceiving waterbodies.
17.1 Objective ~ The protection, restoration, and enhancement of water
quality associated with stonnwater runoff will be considered a function of
the City's overall stormwater management plans.
17.1.1 The City shall incorporate water quality protection and enhancement
criteria into the City stonnwater management plans.
17.1.2 The use of natural alternatives, the conservation of natural
stonnwater management systems, and the protection and improvement of the
quality of receiving waters shall be a goal of the City's stormwater
management plans. '
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City of Clearwater
17.1.3 Management plans shall continue to be developed on an ongoing
basis for waterbodics with known or suspected water quality problems in the
,City to include Talnpa Bay, Clearwater Harbor, Stevenson Creek, Allen '5
Creek, and Alligator Creek.
17.1.4 The City shall systematically and timely prepare watershed or
waterbady specific management plans for waterbodies within the City. Such
plans shall include both water quality and flood control considerations and
recommended fimding sources.
17.1.5 The City shall implement all City~approved watershed management
plans.
17.1.6 All City stonnwater management plan projects within watersheds of
The City shall comply with applicable SWIM Plans for that waterbody or
watershed.
17.1.7 The City shall continue to coordinate with and supplement the
County's surface water monitoring program.
C. Coastal Management Element
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19.1 Objective - Cleanvater shall cOJ:1tinue to protect beaches and dunes
by use of the State Coastal Construction Control Line as the building and
land alteration setback line for purposes of administering land development
ordinances. The standard building code, and F.E.M.A. and City coastal
construction regulations will continue to govern the structural integrity of
new buildings.
19.2 Objective - The coastal high hazard areas includes areas that have
experienced severe damage or are scientifically predicted to experience
damage from stann surge, waves and erosion. The City shan direct
population concentrations away from known or predicted coastal high haZard
areas consistent with the goals, objectives and policies of the Future Land
Use Element in the Cleanvater Comprehensive Plan.
19.2.1 Clearwater shaH continue hazard mitigation by participation in the
National Flood lnsurance Progrwn's (NFIP) Community Rating System,
Pinellas Countis Local Mitigation Strategy. administration of building and
rebuilding regulations consistent with City and F.E.M.A. regulations,
prohibition of beach sand dune alteration, and restriction of development in
flood plains.
19.2.3 The City will encourage natural hazard mitigation actions
recommended by any interagency hazard report that the City deems
appropriate.
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City of Cle.rwater
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19.2.4 General hazard mitigation wiIl be encouraged to include the
regulation ofbui1ding practices. floodplains, beach and dune alteration,
stormwater management, sanitary sewer and septic tanks, and land use to
reduce the exposure of human life and public and private propertY to natural
hazards; and appropriate recommendations from the Pinellas County Local
Mitigation Strategy wi)) be incorpomted into the Cleanvater Comprehensive
Plan. . ,
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19.6.2 Redevelopment proposals and plans shall be reviewed for
compliance with the goals. objectives and policies of the Comprehensive
Plan and other appropriate plans including the City's NFIP Community
Rating System Floodplain Management Plan.
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20.3 Objective - The City shall continue to protect coastal wetlands and
wildlife habitat to maintain or increase the acreage or threatened and
endangered species population.
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20.1.3 Restoration and enhancement of disturbed or degraded estuaries
identified by the S. W.I.M. program shall be accomplished by strict
regulation of proposed impacts to wetlands and by controls on the operation
and installation of marinas and other water-dependent uses. '
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20.1.4 Development applications shall be reviewed to ensure that proposed
new development or redevelopment will not encroach on or remove
wetlands or beaches. New development and redevelopment shall be guided
away from environmentally sensitive areas and into those most able to
withstand impacts.
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20.1.5 Marina siting criteria shall restrict marinas and related activities from
areas of environmental significance, which include but are not limited to the
north end of Clearwater Beach, grassbeds in Clearwater Harbor, Cooper's
Point, and Clearwater Harb.or Spoil Islands 25, Sand Key Park, and the
southern edge of Alligator Lake. Marinas shall only be allowed in these
areas with appropriate and approved mitigation.
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20.1.6 The City shall work toward reducing the existing quantity and
improving the quality ofstoI1!lwater nlnoffto estuarine and surface water
bodies by ensuring that development and redevelopment adheres to the
treatment standards set forth in State Water Policy, and complies with the
retention and treatment requirements of Chapter 62-25 F.A.C.. the
Environmental Resource Pemlitting Rules 400-4, 40D-40, 40D-400, F.A.C.
ofthe Southwest Florida Water Management District (SWFWMO) and with
any more stringent local regulations.
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City of Clearwater
12. 20.1.5 The City shall proactively pursue and facilitate coordination and
. participation in the implementation of the Tampa BayEstuary
Comprehensive Conservation and Management Plan (CCMP)~ and related
plans, as a means of achieving mutuallocw and regional resource
management and restoration goals for Tampa Bay.
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areas as identified in the Future Land Use Element of the Comprehensive
Plan.
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governments for water quality monitoring and related program planning. .
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Conservation of wetlands and wetland functions shall be directed away from
wetlands. '
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16. 20.1.9 The typet intensity or density, extent, distribution and location of
allowable land uses and the types, valuest functionst sizest conditions and
locations of wetlands are land use factorst which shall be considered when
directing incompatible land use away from wetlands.
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17. 20.1.10 Land uses shall be distributed in a manner that minimizes the
effect and impact on wetlands. The protection and conservation of wetlands
by the direction of incompatible land uses away from wetlands shaJI occur
in combination with other goalst objectives and policics in the
comprehensive~plan. Where incompatible land uses are allowed to occur,
mitigation shall be considered as one means to compensate for loss of
wetlands functions.
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18. 20.4 Objective - Clearwater's coastal baniers include both natural resources
and a complex built environment. Shal1 be preserved from encroachment
and development.
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19. 20.2.1 Restoration and enhancement of disturbed or degraded dune and
beach areas shall be implemented with the appropriate methods and quality
of material necessary to enable successful reestablishment.
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20. 20.2.2 The specific and cumulative impacts of development and redevelop-
ment upon wetlands, water quality, water quantity, wildlife habitat. and
beach and dune systems shall be limited by: strict maintenance of existing
setback requirements, adherence to storm water detention requirements,
retaining all publicly owned natural habitats in their undeveloped state and
tmnsfer of development rights.
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21. 20.5 Objective - Clearwater Harbor and Tampa Bay are designated
Outstanding Florida Waters and are under a non-degradation rule.
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City of Clearwater
Clearwater will continue to manage stormwater,nmoff and control erosion
during construction to reduce waterborne sediments. As additional
initiatives are approved under the SWIM program, they will be considered
for inclusion in the Community Development Code.
, 22. 20.3.1 Restoration and enhancement of disturbed or degraded drainage
, systems shall be implemented by upstream detention of stonnwater,
maintenance of eXisting drainage channels. widening of bridges, culverts and '
other stonnwater conveyance structures.
23.
20.4 Objective. Cleanvater shall seek ftmding and approval to renourish
eroded beaches on Sand Key and Cleanvater Beach when necessary.
Restored beach areas shall be considered public resources seaward of
construction setback lines and shall not be counted as plan density or
buildable lot area. '
24., 20.4.1 The City shall seek State funding and approval to enable beach
renourishment when necessary.
25. 21.6 Objective. Clearwater shall administer land development regulations
to protect public and private property and human life from the effects of
, hurricane winds and flooding.
26 -
26.
27.
28.
29.
21.1.1 The City shaH grant building pennits in compliance with the rules of
F.E.M.A.
21.1.2 Post.disaster redevelopment plans of coastal areas shall be designed
to reduce the vulnerability of public and private property and include proper
elevations.
21.3.2 The City shall develop operating policies that address post-disaster
redevelopment needs to facilitate pennissible reconstruction in a timely
manner, which includes participating in the PineHas County Local
Mitigation Strategy.
30.
21.5.3 To the maximum extent feasible, sanitary sewer facilities and lift
stations shall be built to resist the infiltration by floodwaters. The hazard
mitigation annex, which covers the wastewater treatment system~ shall be'
fcHowed in the event of a stonn; and hazard mitigation plans shall be
updated as necessary.
21.5.4 Immediate repair and clean-up actions after a stonn shall be limited
to removal of debris, and repair of existing primary structures to allow re-
occupancy (repairs to allow re-occupancy shall be considered when damage
is limited to less than fifty percent (50%) of the value ofthe structure prior to
damage). Long.tenn repair and redevelopment shall consist of upgrading
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CRS: Floodplain Management Plan - 2000
City of Clearwater
structures and accessory facilities to expand habitable space or repair of
greater than fifty percent (50%) of the value of the structure prior to damage.
Post-disaster redevelopment and longwtenn repair can only be permitted
consistent with the requirements ofF.E.M.A. and the Florida State Statutes.
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21.5.4 Damaged infrastructure shall be repaired or rebuilt to minimize the
potential for future damage. Unless the facility is necessary to seIVe the
population of the coastal zone, consideration shall be given to relocating
public facilities outside the coastal zone.
21.5.6 Repair mid rebuilding of critical facilities such as water facilities,
sewage treatment plants and lift stationst and other utilities damaged in
future storms shall be reconstructed to minimize hurricane vulnerability.
D. Conservation Element
2.
3.
4.
5.
6.
1.
22.7 Objective w The City shall continue to protect floodplains, drainage'
waYSt and all other natural areas having functional hydrologicill
characteristics.
22.2.1 Any construction in the one hundred (I 00) year floodplain shall
comply with all requirements and standards of the FeJeral Emergency
Management Agency of the Federal Flood Insurance Administration, and the
City's building codes.
22.2.2 Construction and development activities in natural drainage channels
shall be prohibited, except for public flood protection projects designed to
correct specifically identified pre-existing flood conditions and for which no
reasonable alternative flood control measures are available; such activities
shall not increase the flood potential for areas outside the project target area,
nor shali the overall water quality of the affected drainage channels be
reduced as a result of the activities.
22.2.3 The City of Cleanvater shall continue to prioritize receiving waters
for the development of specific stonnwater management plans in
coordination with Pinellas County.
22.2.4 Utilize design methods which will trap stonnwater sediments before
entering surface waters.
22.2.5 Cooperate and coordinate activities with the Southwest Florida
Water Management District (SWFWMD) and the Florida Department of
Environmental Protection (FDEP) in the implementation ofthe Surface
Water Improvement and Management (SWIM) Program.
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natural wetland water storage should be implemented when appropriate to
provide purification of nmoffbefore entering any surface waters.
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City of Clearwater
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alternatives to development and degradation of wetlands and other natural
resources.
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22.2.8 Protect all natural drainage channels from destruction or any
restriction of their functional use and regulate protection through the
Clearwater Community Development Code: this policy may be waived for
any public flood conditions when it can be demonstrated that: (a) No
reasonable alternative flood control measures are available; (b) The project
will not increase the flood potential for areas outside the project target area;
and (c) Overall water quality of the affected drainage channel will nofbe
reduced as a result of the project.
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22.2.9 Continue to protect, Cleanvaters bayfront area from undesirable land
uses and/or further construction, encroaclunent and destruction of the "bluff'
and the bayfront shoreline, through the Future Land Use Plan, the
Community Development Code and in accordance with the City Charter.
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22.8.10 Pesticide dealers, auto paint and repair shops, salvage yards, and
other small-quantity generators of hazardous waste identified as per Florida
State Law shall provide storage of hazardous products and by products
outside of the elevation of the 25-year flood plain, shall not cause the direct
discharge of runoff from said storage areas into water of the States and shall
have containment/separation traps of adequate size to prevent any discharge
in case of a spill or accident
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23. Goal - Discharges of stormwater shall be managed to provide flood'
protection for the citizens of the city of Clearwater and to preserve, protect.
and enhance the water quality of receiving waterbodies.
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23.1 Objective - The City shall continue to protect, improve and enhance
surface waters from stormwater runoff discharging into both interior and
coastal surface waters.
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23.1.1 The City shall incorporate water quality protection and enhancement
criteria into all City stonnwater management plans.
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23.1.2 The use of natural alternatives, the conservation of natural drainage
systems, and the protection and improvement of the quality of receiving
waters shall be a goal of the City stonnwater management plans.
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City of Clearwater
23.1.3 A stonnwater utility fee or other adequate funding mechanism shall
be continued to provide the necessary funding mechanism to achieve this
goal.
17.
23.1.4 The City shall continue to implement a stonnwater ordinance
requiring redeveloped sites other than single family residential areas, to in-
corporate water quantity and quality controls consistent with new
development regulations, recognizing that case by case limitations may call
for partial controls, off site improvements or payments in lieu of
improvements to achieve this goal.
E. Recreation and Open Space Element
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24.4.5 Preserve coastal and interior wetlands, floodways, floodplains, and
other environmentally significant areas to protect their aesthetic and
environmental qualities which benefit the City.
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4.
24.4.6 Coordinate recreation planning with other plans concerning water
quality, stonnwater management, fish and wildlife management, and
environmental education.
3.
26.2 Objective - Clearwater shall participate on a teclmical and a policy
level in the preparation, planning, funding, coordination, and implementation
of a master stonnwater management plan with other governmental entities,
SWFWMD, State Department of Environmental Protection (DEP) and other
affected parties.
26~5.1 The Public Works Department shall continue to coordinate and
oversee preparation of stormwater management plans.
5.
26.5.2 Clearwater shaH participate in inter10cal agreements to implement
and fund stormwater management plan improvements.
6.
26.3 Objective ~ Cleanvater shall coordinate with Pinellas County's
Department of Environmental Management and with the Department of
Environmental Protection to upgrade and maintain air quality.
7.
26.6.1 Clearwater shall cooperate in air quality monitoring and modeling
efforts of the Pinellas County D.E.M.
8.
26.6.2 Clearwater shall continue and seek to expand, as necessary, joint use
agreements for recreational facilities with the Pinellas County School Board
and other recreation facility providers.
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28.2.3 ~1ructure damage in coastal high hazard areas during previous
, 'storms was limited to beach and water.dependent uses. Repairs and'
rebuilding of sewage treatment plants and lift stations damaged in future
stonns shall be conducted with such methods to minimize hurricane '
vulnerability.
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, The City of Clearwater has completed and will continue to implement flood management
activities that are ongoing and proposes new projects. These fall into the CRS Floodplain
Management Activities: preventive, property protection, natural resource protection,
emergency services, structural projects.
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A. Preventive
Preventive activities keep flood problems from getting worse by regulating land
use and development through planning, land acquisition andlor regulation.
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Project A.l The City will continue to partiCipate in the Pinellas County Local
Mitigation Strategy process to address reducing the impact of natural disasters.
, , This group meets a minimum of once annually to reevaluate the Strategy which
was originally adopted in 1999.
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Project A.2 The City will assist the Tampa Bay Regional Planning Council and
Pinellas County with Project Impact implementation sur.h as providing property
information, data, and other general support activities. Project Impact is the
FEMA mitigation initiative to reduce local vulnerability to natural disasters.
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Project A.3 ' The Planning Department will research amending the
Comprehensive Plan to prohibit new construction of hospitals, nursing homes and
convalescent homes in the Coastal High Hazard Area.
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Project A.4 The Planning Department will research amending the
Comprehensive Plan to prohibit the siting of new mobile home parks within the
Coastal High Hazard Area, and limit expansion of existing sites to the boundaries
of the currently developed lot.
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Project A.S The City will pursue the acquisition of the Friendly Village of
Kapok Mobile Home Park. This area has a history of flooding and is an important
component to alleviate flooding in other areas of the Alligator Creek basin.
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Project A.6 The City will pursue the acquisition and construction of a site in the
Downtown area of the coastal basin referred to as the Town Pond to act as a stann
facility to resolve persistent flooding of streets and structures.
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Cltv of Clearwater
Project A. 7 The ,City will continue to support implementation ofthe Tampa Bay
Estuary Program's Comprehensive Conservation and Management Plan for Tampa
Bay through its action plan.
B. Property Protection
Property protection activities are usually undertaken by property owners on a
buiJdingwbywbuilding or parcel basis.
Project .D. 1 The Planning Department should assist the Tampa Bay Regional
Planning Council to help homeowners pursue flood and natural disaster mitigation
grants made available through the Project Impact program. .
Project 0.2 The City will continue to provide USubstantial Improvement"
information to property owners in the floodplain (Appendix J). This infonnation
will be updated to reflect changes in regulations as necessary.
Project B.3 ,The Planning Department will provide information providing a
general overview of residential flood protection construction methods to the public
in the Building division.
Project B.4 The Planning and Development Services Administration will assist
homeowners in obtaining flood mitigation grants through the Florida Department
,?f Community Affairs. These grants are available on an annual basis and are
given priority to repetitive loss properties.
Project B.5 The City will continue to utilize the flood complaint handling
process to better address flood issues (Appendix K).
c. Natural Resource Protection
Natural resource protection activities preserve or restore natural areas or the
natural functions of floodplain and watershed areas (Map 8).
Project C.l The City should continue to pursue the creation and enhancement
of wetlands in the Alligator Creek basin to provide compensation for future
unavoidable City-incurred wetland impacts. The potential impacts would be from
roadway improvements, drainage improvements and public utility expansions.
Project C.2 The Kapok wetlands restoration feasibility should be pursued to
restore historic conditions while incorporating existing conditions to reduce design
and construction costs. The comprehensive restoration plan includes expansion of
the banks, plantings, change of grade, and upland buffer preservation.
Project C.3 The Moccasin Lake Habitat improvement's feasibility should be
pursued and may include the removal of sediments, exotic vegetation and trash.
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Cltv of Clearwater
Project C.4 The Stevenson Creek Estuary Restoration should be pursued with
the U.S. Anny COIl'S of Engineers, currently underway, will recommend specific
improvements. Recommendations should be evaluated and implemented based on
the U.S. Anny Corps ofEngineersi ,study. '
Project C.5 Stevenson Creek drainage basin - Improve the water quality by
, , implementing a stormwater retrofit in the North Greenwood commlmity.
D. Emergency Services
Emergency services are measures taken during a flood to minimize its impact.
Project D.l The Emergency Management office in conjunction with the
appropriate City departments will continue to update as needed the Emergency
, Operation Plan which includes flooding ,disasters.
E. Structural Projects
Structural projects are capital improvement projects constructed for flood control.
The Capital Improvements Stonnwater Management Committee (CISMC)
comprised of City staff have a master list of improvements and has created a
ranking system (Appendix L). The following CISMC projects in the floodplain
will be overseen by the Public Works Administration (Map 8). '
Project E.l Stevenson Creek drainage basin - Continue to develop a watershed '
management plan and implement appropriate projects.
Project E.2 Alligator Creek drainage basin - Improve drainage north of Drew
Street and west of McMullen Booth Road (Kapok) through floodplain restoration
and stonnwater drainage system enhancements.
Project E.3 Clearwater Beach - Replace outfall pipes and retrofit outfalls with
Tideflex valves to reduce backflow.
F. Public Information
Public information activities advise property owners and residents about the
hazards of the floodplain.
Project F.l The City should utilize Channel 15 or Clear-view TV, the City of
Clearwater television station to provide flood mitigation and procedures
information to the p~blic.
Project F.2 The City should explore placing flood mitigation infonnation
inserts in maHouts such as utility bills.
Project F.3 InfonnatioIl mailings should be targeted to repetitive loss
properties.
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f!roject F.4', City staff should continue to work with neighborhood~
experien~ing flooding to provide fl~od mitigation and procedures information.
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City of Clearwater
10. Implementation Schedule
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Timetnble
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, The implementation schedule includes a projected timetable and proposed funding source.
Many of these projects can be easily absorbed in the operating budget and implemented
by City staff. Capital improvements have designated funding sources., '
Prolect .
A. Preventive
1. PartiCipate in the Pinellas County Local
Mitigation Strategy
2. Assist with Project rmpact
3. Compo Plan amendment - hospitals, etc.
4. Compo Plan amendment - mobile homes
S. Kapok land acquisition analysis
6. Town Pond land acquisition
7. Support implementation ofTBEP CCNP
B. Property Protection
1. Assist with Project Impact homeowner's
mitigation grant program
2., Provide substantial improvement information
'3. Provide floodproofing information '
4. Assist homeowners in obtaining State
flood mitigation grants
5. Maintain flood complaint handling process
C. Natural Resource Protection
1. Pursue the feasibility of a mitigation hank in
the Alligator Creek drainage basin'
2. Pursue Kapok floodplain restoration analysis
3. Pursue Moccasin Lake Habitat improvement
feasibility analysis
.4. Pursue Stevenson Creek Estuary Restoration
project
5. North Greenwood stomlwater project
D. Emergency Services
1. Update the Emergency Operations Plan
E. Structural Projects
1. Stevenson Creek Watershed Management Plan
2. Kapok stormwatcr system improvements
3. Clearwater Beach outfall retrofit
Fundlne
Annually
Ongoing
2001
2001
Underway
Undenvay
Ongoing
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V
V
Ongoing 0
Ongoing 0
Ongoing 0
Ongoing 0
Ongoing 0
2001
Underway
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2000
v
2001
2001
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2003
2001
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CRS: FloodplaIn Management Plan - 2000 '
, CIty of Clearwater
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, Project ' Timetable
F. Public InformatJon
,1. Utili'ze Channel 15 to provide i~fonnation Ongoing
2. Placement ofinserts in mailouts ' ' Annually
3. 'Distribute information to rePetitive loss properties Annually ..
4.' P~vide infoIJT.lation to neighborhoods As Needed
5. ' Distribute updated information to Library Ongoing
6. Provide information to disaster guides As,Needed
7.' Coordinate information with GTE As Needed
8. Provide additional flood information on website Ongoing'
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'SU - Stonnwater Utility Fee .
V - Various funding sources including the Stonnwater Utility Fee, grants, bonds, etc.
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11. Plan Monitoring and Evaluation
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The City of Clearwater's Planning Department will annually review and provide a report
, to the City Commission. FEMA and CRS program administrators regarding the
implementation status of the eRS Floodplain Management Plan.
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The annual review will be based on input from ~ity departments and citizens. The Capital
Improvements Stonnwater Management Committee will discuss the status of the plan a
minimum of once annually.
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City of Clearwater
B~bllography
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City of Clearwater Watershed Action Plan, December 1997,
Post, Buckley"Schuh,&Jerriigan, Inc.
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City of Clearwater NFIP CRS Repetitive Loss Plan, December 1991,
King Engineering Associates, Inc.
" Florida Municipal Record, Special Cleanvater Convention Edition, October, 1958,
Florida League of MWlicipalities
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Comprehensive Watershed Management Plan for the Alligator Creek Watershed,
, June 1997, Parsons Engineering Science, 'Inc.
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City of Clearwater Comprehensive Plan, May 2000, Planning Department
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~ity of Clearwater Evaluation and Appraisal Report, October 1997, Planning Departm~nt
Pinellas County Local Mitigation Strategy, July 1999,
PineUas County Emergency Management Department
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Charting the Course - The Comprehensive Conservation and Management Plan for the
Tampa Bay, December 1996, Tampa Bay National Estuary Program
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Flood Insurance Claim Dates and Rainfall,Events
National Weather Service Station
, Rainfall ,Date(s) # Claims St. Petersburg Tarpon Springs
, 05/04n8 2 2.00 In. 2.15 In.
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9/23179~9/24f79 2
09/23n9
09/24n9
09/25/79
09/26/79 2.12 In. 1.34 In.
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~~~~>~~ill~~I~W1$\b~
02108/81 l' 2.40 In. 2.02 In.
I~~till,&. ,V 1~ ';~~Y."'.'*1
08/20/81 0.25 In.
08/21/81 1 ' 2.66 In. 2.00 In.
_~~_..Ul_~~~~_
08/09/82 1.29 In.
08110/82 1 nls n/a
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08118/82 1 n/a 0.29 In.
08/19/82 1.29In. 2.17 In.
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mY'~~A~&1mJi~~at~~~~ftb.~~lW!$)Jl~if~Jt:h~&'oom~,:+::~~1~.ru~>~\~2M~1~&
09/28/84 ' 1 2.11 In. 3.54 In.
~m4mllmm1.m~mmm-m:m-~Rwl~mg:::,:r'fm~lm~=~~;w~;m,~~rm.'.>;tWw;:;~~~~W:fmmm?Wl
mpJW1W~ft$~.inWP&~~tMl>~Mtm~.K~%}rrm%%Yi41mP,;.7fdl\..AA~!.hlWlffimflmntmrr.t#.kiililfuThDUM1}j
07/25/85 1.49 in. 1.53 in.
07/26/85 1 n/a 0.53 In.
t)21.!~~~iffi1lRml~~~_lWM}ft{HffitThRf{?:'f: l~,JMilWl%~411W~$1H%~~ml~lli@
h$~~"ll2A~~14~~~wy~~~~~.;........y~'i'-:&.,-..~~~fu~..n..~~~~~....... ~~4,,~~"<<~...<<.:Wu....~~(~4::,).<<'~....:"<...1m~4;~..~~::.;.UU~~UU~~(~'liL
08/31/85-09/1/85 52
08/31/85
09/01/85 0.93 in. 1.50 in.
rtW~m'a(1~tf,~$minl<ffi:t?W~tW'l1!.8W~;.V~!;';'K(tf:%t~F"~~m~f>rgr:f.W~llo/ff4tq1%'i'W9;U:{~X<~,\';!1wn?:;nlEJ'i"i
ttt~l~~~;i~Ni~~~~t~~~'i~W~~~"t~~i~~:i~<wJ:~rJ.\%.iii~&~t$~*ili~~)>>~);1t{:&7~~~~~~hti...~*'i1WJJi=U:$J.t(~W&tWrfu~~{C~
10/31/85 1 ' n/a nla
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~1'2i31/86~ " . ...... ~~ ,0,:...,. ,...."".'"....1......... ...... ".1 v........,. ..,.:~~ ~............1.50Jn.~. v,....)\.....O.70In.~.
~~~<(~'t~t~~~~~;w:~~i<mt~:::~%.~"tU:m~;~ffi~~1~1~~&t1~~t:f~f1Hfl;'-*~:f.f:.WDr}mi:-~~f;'{.:-t~mnz.~~f1t~~t~1~~gt.t~'}.::~~i~ft:q~5.f&f~~t\~t(t1
i;:r~k&&~:~~tt~~~~t~~\~Th~r:::~~s.;~~~~~U~~~~.1tH~K~}J~~i:. ~t~~~~~~~~~kf.;t.~~~~'\f~~~1.;~~~~~!i~2Jn~~~~J.~;~~'?~~x~~~%~t~~~}.~~r:l~~.::~~~
07/02187 1 0.27 in. . 0.18 In.
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Ulli~2~*lli.~4M~~~~~r~~*s;lg~Wt~~k~}~~~~~$t~~{~~~~a~~~~fum4:\~~}}~~i~~t:.:2:&ti~1~i!{~~~~~J.~~rj~~i.i~~i1.I~~~te__~~j
07/20/87-07/21/87 5
7/18187 n/a 1.76 in.
7/19/87 2.02 in. 0.19In.
7120/87 n/a 0.28 In.
7/21/87 , 1.43 In. 2.51 In.
.(~:=t."*:,*~'i::"::e:'~~~l~~~<<q~~.~i<~~:~~~{'.:;.~~~r~i~"~ e....~..~:~t(.((:"(-;).;~~~~:>:.~~.:~.:v$:~.-:-:.~'...;.~~!f(O}'~~:..:~-:-...~3~~:~'-:xY;~~<~~".(~'Hfjj'!;jb'-:::'.}~l::O";.)(.'~~j!i:''''''''~'>{.:'~.1::;(;"t^~^:,~'(;~r.W.N:~~
~\'.;;::'L~~~' ~~~.;..l':.:o..~ ",x{:;.~,,:,~"";:"'~""':L \..:.,:w....~. ~-;:::\:-h~ :-:~..:ir.t~(......:-' ...~..~\ r..},r: \..:r-.:~... :..~.:..". ~ {;:..~\>.. (~':'''':;:~~''.:~if..;......r. ...~y'::....].~ .~--::-..():..~i.....~tl~,..,...:. ..... }~;..~.,..;. :::)-,~:t:;....~:...... .
'.:\~:""~ji~~m.m::-':l.;tv~"~*:*~:':::::-:'.~:f"~:':'~:":\~+~ ~\~~~:-1;~l~"';:,..~~;-.;:."";:~~;:::.~:~~\~~:;;;~~a~*....:~~~~;.\...::;~:..:::.t,::: ~.d~~:.~~~~~<< ,,:\([..: Q.;-r:;...~;...;}:k-'....;,t.:... ,w,:--:,:::-:-:::,
"'O~6J88:09j9/a'8 ~........ .....................\\';-....... . '1.3........... ........:10"-:0...................1..,.\,. ........... -., ..... ........)*0............... ,,.... ...\....,....... ,... 1.'0.....'...:. ...,.,. ......~........^._...
09/05/1988 1.94 in. 4.10 in.
09/06/1988 3.83 in. ' 3.23 In.
09/07/1988 6.84 In. 0.55 In.
09/08/1988 3.65 in. 3.50 In.
09/09/1988 n/a 4.00 tn.
1.90 in.
1.20 In.
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2.00 In.
2.88 In.
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0.60 In.
2.30 In.
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Rainfall Date(s)
11/22188-11/23/88
11/22/88
11/23/88
'# Ciaims
5
National Weather SeNiee Station
St. Petersburg Tarpon Springs
1.60 In.
2.90 in.
0.60 in.
6.50 In.
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02128/93. 1 n/a n/a
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03/12/93-03/13/93 65 '
03/12/93
03/13/93 1.80 in. 1,60 in.
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09/11/93 1 ' ' 0.01 In. 0,35 In.
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,10/04/95 5 0.18 In. 0.36 in.
10/05/95 1.68 in. 3.30 In.
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06J02l95 2.62 In. 0.97 In.
06/03/95 1.84 In. 0.80 In.
06/04/95 1 ,0.96 in., 0.10 in.
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07/12195 1 0.01 In. n/a
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07/27/95 1 nfa 1.071n.
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10/07/96-10/08/96 34
10/07/96
10/08/96 1.15 In. 1.26 In.
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06122197 0.75 in. n/a
06/23/97 0.49 in. 1.00 In.
06/24/97 1 0.39 in. 2.78 in.
06/25/97 0.25 in. 3.55 fn.
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07/05/97 1 0.32 in. nla
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10/31/97 1 1.00 in. 0.20 in.
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1/2/99-1/3/99 6
1/2199 nla nla
1/3/99 1.30 in. 1.22 in.
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TOTAL 209
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751 ,LANTANA AVE
851 . LANTANA AVe
853 LANTANA AVE
858 LANTANA AVE
881 LANTANA AVE
919 LANTANA AVE
877 LANTANA AVE
917 MANDALA Y AVE
1136 ANDALA Y POINT R
920 NARCISSUS AVE
924 NARCISSUS AVE
928 NARCISSUS AVE
991 NARCISSUS AVE'
934 NARCISSUS AVE
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Dates of Repetitivo Losses
03/13/1 Q93 09/08/1988
10/07/1996 03113/1993
10/07/1996 06/04/1995 03/13/1993
03/1311993 ' 08/31/1985
03/13/1993 08/31/1985
10/08/1996 10/07/1996 10/04/1995
09/08/1988 07/21/1987 08/31/1985
03/13/1993 08/3'1/1985
10/07/1996 03/13/1993 08131/1985
10/07/1996 03/13/1993
10/07/1996 03/13/1993 08/31/1985
03/1311993 08131/1985
03/13/1993 08/31/1985
03/13/1993 08/31/1985
03/13/1993 08/31/1985
03/13/1993 09/0111985
03/1311993 09/08/1988 08/31/1985
0311311993 08/31/1985
03/13/1993 08/31/1985
10107/1996 03/1211993 08/31/1985
10/07/1996 03/13/1993 08/31/1985
10/07/1996 03/13/1993
10/0711996 03/13/1993 08/31/1985
03/13/1993 08/31/1985
06/24/1997 09/08/1988
11/23/1988 09/08/1988
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. Datfta of Repetitive Losses
N. RAILROAD AVE 07/26/1985 08/10/1982 05/04/1978
S 8E1TY LN 11/2211988 09/08/1988 07/20/1987 09/11/1993
S BE1TY LN 11/23/1988 09/08/1988 .
BE1TY LN, #A1+84 11/23/1988 09/08/1988
ENETIAN POINl: 0 03/13/1993 09/28/1984
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FLOOD DAl'tfAGE PREVENTION-
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.zoning. chi 40; IJUbdiviaion and c:ondominbim platting, ch. 46; bUildings and building regulations, ch, 47i minimum noor elevation
fo~ buildings cOnstructed Ill\cr Febnlary 3,1975, fi 47.011; restoration of eleclrlc:a1llervice to flooded struc:tures, ~ 47.012; lisUng ,
of franchises, app. B.
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Article I. In General
Findings of fact.
Purpose of chapter.
Definitions.
Interpretation of chapter.
Wanting and disclaimer of liability.
Penaltiea (or violation of chapter.
Landi to which this chapter applies.
Adoption of maps and study.
Development permit required.
Administration, permit procedures, duti~ of bull ding official.
Varionceo from chapter. '
Arilc1e U. Flood Haznrd Reduction
Gimera1 standards.
Specific atandanb.
Streama without estAbUshe(lblllM! flood elevations or floodwaYII.
Subdivision propoaala. '
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FLOOD DAMAGE PREVENTION
ARTICLE I. IN GENERAL
Sec. 51.01. Findings of fact..
The city commission fi~ds and declares that:
(1) The flood hazard areas of the city are sub.
ject to periodic inundation which results in
10B6 of Ufe and property, health and safety
hazards. disruption of commerce and gov.
ernmental services. extraordinary public ex-
penditures for flood protection and relief,
and impainnent of the tax base, nll of which
adversely affect the public health, safety
and general welfare; and
, (2) These flood losses are caused by the cumu-
lative effect of obstructions in floodplains
causing increases in flood heights and ve-
locities, and by the occupancy in flood
hazard areas by uses vulnerable to floods
or hazardous to other lands which are in.
adequately elevated. fioodproofed. or other-
wise unprotected from flood damages.
(Code 1980. fi 146.002)
Sec. 61.02. Purpose of chapter.
It is the purpose of this chapter to promote the
public health. safety and general welfare and to
minimize public. and private losses due to flood
conditions in specific areas by provisions designed
to:
(1) Restrict or prohibit uses which are dan-
gerous to health, safety and property due to
water or erosion hazards. or which result in
damaging increases in erosion or in flood
heights or velocities;
(2) Require that uses vulnerable to floods, in.
cluding facUities which serve such uses, be
protected against flood damage at the time
of initial construction;
(3) Control the alteration of natural flood.
plains, stream channels and natural protec-
tive barriers which are involved in the ac.
commodation of floodwaters;
(4) Control filling. grading. dredging and other
development which may increase erosion
or flood damage; and
I 51.03
(5) Prevent or regulate the construction of flood
barriers which e may unnaturally divert
floodwaters or which may increase flood
hazards to other lands.
(Code 1980. ~ 146.003)
Sec. 61.03. Definitions.
The following words. terms 'and phrases. when
used in this chapter. shall have the meanings as-
cribed to them in this section. except where the
context clearly indicates a different meaning:
Addition (to an existing building) means any
walled and roofed expansion to the perimeter of a
'building in which the addition is connected by a
common loadbearing wall other than a firewall.
.Any walled and roofed addition which is connected
by a firewall or is separated by independent pe.
rimeter loadbearing walls is new construction.
Appeal means a request for a review of the
building official's interpretation of any provision
of this chapter or a request for a variance.
Area of shallow flooding means a designated
AD or VO zone on the flood insurance rate map
(FIRM) with base flood depths from one to three
feet where a clearly defined channel does not exist,
where the path of nooding is unpredictable and
indeterminate. and where velocity now may be
evident.
Area of special flood hazard means the land in
the floodplain within the city subject to a one per-
cent or greater chance of nooding in any given
year, The area may be designated on the FHBM
as zone A. After detailed ratemaking has been
completed in preparation for publication of the
FIRM, zone A is usually refined into zones A, AO,
Al.99, VO and VI.3D.
Base {load means the flood hnving a one percent
chance of being equaled or exceeded in any given
year.
Base {lood elevation and BFE mean the eleva-
tion above mean sea levcl. as shown on the FIRM
and FHBM.
Basement menns that porlion of a building
having its no or Bubgradc. i.c., below ground level.
on all sides.
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FLOOD DAMAGE PREVENTION
studies. The term does not include a fioor used
only for storage or vehicle parking purposes.
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Highest adjacent grade means the highest nat-
ural elevation of the ground surface, priot' to con.
struction. next to the proposed walls of a stru c.
bU'e.
, Lowest floo,. means the lowest floor of the lowest
enclosed area (including a basement). An unfin'
ished or fiood resistant enclosure, usable solely
for parking ofvehic1es, building access or storage
in an area other than a basement area is not con.,
sidered a building's lowest floor, provided that
such enclosure is not built BO as to render the
structure in violation of the applicable noneIeva.
tion design requirements.
Mangrove stand means an assemblage of man.
grove trees which is mostly low trees noted for a
copious development of interlacing adventitious
roots above the ground and which contain one or
more oftha rollowing species: black mangrove CAvi-
cenJ:Ua nitidal; red mangrove (Rhizophora man.
gle); white mamgrove (Languncularia racemosa)j
and buttonwood (Conocarpu8 erects).
Manufactured home means a structure, trans-
portable in one or more sections, which is built on
a permanent chassis and designed to be used with
or without a permanent foundation when eon-
nected to the required utilities. The term "man-
ufactured homeu does not include a recreational
vehicle.
Manufactured home park or subdivision means
a parcel or contiguous parcels of land divided into
two or more lots for rent or sale as manufactured
home sites.
Market value of the structure means the ap.
praised value of the structure, not including land,
driveways, sidewalks, landscaping, swimming
pools and other similar improvements not related
to the basic structure, prior to the start of repair
or improvement or, in the case of damage, prior to
the damage occutting.
Mean sea level means the average height of the
sea for all stages of the tide. It is used as reference
for establishing various elevations within the
floodplains. For purposes of this chapter, the term
A 51.03
is synonymous with National Geodetic Vertical
Datum (NGVD).
Nation'al Geodetic Vertical Datum and NOVD,
as corrected in 1929, mean a vertical control used
as a reference for establishing varying elevations
within the floodplain. '
New construction means structures for which
the start of construction commenced on or after
December 31, 1974.
New manufactured home park or subdivision
means a manufactured home park or subdivision
for which the construction of facilities for ser-
vicing the lots on which the manufactured homes
are to be aff1xcd, including at a minimum the
installation of utilities, the site grading or the
pouring of concrete pads. is completed on or after
December 31, 1974.
Nonconforming structure means a structure in
any area of special flood hazard within the city
which is not elevated Of noodproofed to National
Flood Insurance Program standards, as set forth
in 44 CFR 59 and 60.
Ready for highway use, as applied to a recre.
ational vehicle, means that the recreational ve-
hicle is on its wheels or jacking system, is at.
tached to the site only by quick disconnect type of
utilities and security devices, and has no perma.
nently attached additions.
Recreational vehicle means a vehicle which is
built on a single chassis, 400 square feet or less
when measured at the largest horizontal projec.
tion. designed to be self-propelled or permanently
towable by a light duty truck, and designed pri-
marily not for use as a permanent dwelling but as
temporary living quarters for recreational,
camping, travel or seasonal use.
Sand dunes menns natufally occurring accumu.
lations of sand in ridges or mounds landward of
the high-water line on the be~ch.
Slart of construction, for other than new con.
struction or substantial improvements under the
Coastal Barrier Resources Act (P. L. 97.348),
means substantial improvement, and means the
date the building permit was issued, provided the
actunl start of construction, repair, reconstruc-
tion or improvement was within 180 days of the
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CLEARWATER CODE
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permit date. The actual Btart of construction means
,the first pls.cement of permanent conntruetion of a
structure on a Bite, BUch as the pouring of slabs or
footings. installation of piles. construction of col-
umns, or any work beyond the stage of excavation
or the placement oC a manufactured home on a
foundation. Pennanent construction does not in.
clude IaDd prepa."'ation, such as clearing, grading
and filling; installation of streets or walkways;
. excavation for a basement, footings, piers or foun-
dations or the erection of temporary formsj or the
installation on the property of accessory build.
ings, such as garages or sheds not occupied as
dwelling units or not P,art of the main structure.
Structure means a walled and roofed building
that is principally above ground, a manufactured
home, D. gas or liquid storage tank, or other man-
made facility or, infrastructure.
Substantial damage means damage of any or-
igin sustained by a structure whereby the cost of
restoring the structure to its before damaged con.
dition would equal or exceed 50 percent of .the
market value of the structure before the damage
occurred.
Substantial improvement means:
(1) With respect to any property located on
Clearwater Beach or Sand Key, any repair,
reconstrnction, rehabilitation, addition or
other improvement of a structure during a
five-year periodj the cumulative cost of
which equals or exceeds 50 percent of the
market value of the structure before the
start of construction of the improvementj
or
(2) With respect to any property located in an
area of special flood hazard other than on
Clearwater Beach or Sand Key, reconstruc.
tion, rehabilitation, addition or other im.
provement of a structure during a one-year
period, the cost of which equals' or exceeds
50 percent of the market value of the struc-
ture before the start of construction of the
improvement.
For the purposes of this definition. construction
is considered to have started when the fll'st aI.
teration of any wall, ceiling, floor or other struc.
tural part of the building commences, whether
or not that alteration affects the external di.
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mensions of the structure. The term includes
structures which have incurred substantial
damage, regardless of the actual repair work
performed. The term does not, however, include
any project for improvement of a structure to
correct existing violations of health, sanitary or
safety code specifications which have been iden.
tified by the building official and which are the
minimum necessary to ensure safe living con.
ditions. The term does not include any alter.
ation of a structure listed on the National Reg.
ister of Historic Places or the state inventory of
historic places, provided that the alteration will
not preclude the structure's continued designa.
tion as a historic structure on such National
Register or state inventory.
Variance means a grant of relief from the re-
quirements ofthia chapter which permits construc.
tion in a manner otherwise prohibited by this
chapter where specific enforcement would result
in unnecessary and exceptional hardship.
(Code 1980, ~ 146.004; Ord. No. 5124, ~ 1, 9.5.91;
Ord. No. 5265, ~ I, 9.17.92)
Croa reference.lJl-DefinjUon6, f 35.11: rules of construc.
tion. ~ 35.12. '
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Sec. 51.04. Interpretation or chapter.
In the interpretation and application of this
chapter all provisions shall be considered as min-
imum requirements and deemed neither to limit
nor repeal any other powers granted under state
laws.
(Code 1980, fl146.11)
Sec. 51.05. Warning and disclaimer of lia.
bility.
The degree of flood protection required by this
chapter is considered reasonable for regulatory
purposes and is based upon scientific and engi.
neering considerations. Larger noods can and will
occur on rare occasions. Flood heights may be in.
creased by manmade or natural causes. This
chapter does not imply that land outside the areas
of special flood hazard or uses permitted within
such areas will be free from nooding or fiood dam.
ages. This chapter shall not be deemed to create
liability on the part of the city or any officer or
employee thereof for any flood damages that may
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FLOOD DAMAGE PREVENTION
.'result notwithstanding reliance on this chapter or
any administrative decision made thereunder.
(Code 1980. t 146.12)
Sec. 51.08. Penalties for violatioD of chapter.
A failure to comply with the provisions of this
chapter or any of its requirements, including con.
ditions and safeguards established in connection
with grants of variances, shall constitute a viola.
tion. Any person who violates this chapter or faila
to comply with any ofits requirements shall, upon
a finding of such violation, be fined not more than
$500.00. Each day a violation continues shall be
considered a separate offense. Nothing contained
in this section shall prevent the city from taking
such other lawful o.ction as is necessary to pre-
vent or remedy any violation.
(Code 1980, 5 146.13)
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Sec. 01.07. Lands to whlch this chapter apo
. plies.
This chapter shall apply to all areas of special
flood hazard within the city.
(Code 1980. ~ 146.005)
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Sec. 51.08. Adoption of maps and study.
Federal Emergency Management Agency maps
entitled "Flood Insurance Rate Map and
Floodwny." dated June 1. 1983, and the accompa-
nying study entitled uFlood Insurance Study-
Clearwater," dated December 1, 1983, shall be
used to provide the database for this chapter.
(Code 1980, ~ 146.001)
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Sec. 61.09. Development permit required.
(1) A development pennit shall be required in
conformance with the provisions of this chapter
prior to the commencement of any development
activities.
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(2) No structure or land shall be located; ex.
tended, converted or structurally altered without'
full compliance with the terms of this chapter and
other applicable regulations.
(Code 1980, 9 146.006)
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Sec. 51.10. Administration, permit proce-
dures. duties or building orficlat.
(1) Designation of building official. The building
official is hereby appointed to administer and im.
plement the provisions of this chapter.
(2) Permit procedures. An application for a de.
velopment permit shall be made to the building
official. on forms lhrnishedby him prior to any
development activities, and shall include but not
be limited to plans drawn to Bcale showing the
nature, location, dimensions and elevations of the
propertYi existing or proposed structures; fill;
storage of materials; drainage facilitiesi and the
location of the foregoing. Specifically, the following
,information is required:
(8) Application stage.
1. Elevation of the proposed lowest floor,
including basement, of all structures.
2. Elevation to which any nonresidential
structure will be.floodproofed.
3. Certificate from a state registered pro-
fessional engineer or architect that the
nonresidential fioodproofed stmcture
will meet the flood proofing criteria in
section 51.32(2).
4. Description of the extent to which any
watercourse will be altered or relocated
, as a result of proposed development.
5. For all additions to or alterations of
any structure, an appraisal of the
market value of the structure from an
MAl (Member, Appraisal Institute) or
SRP A (Senior Real Estate Appraiser)
designated appraiser may be provided.
along with information showing all
costs involved in the proposed work, in-
cluding but not limited to materials and
labor. If an appraisal is not provided,
then the appraisal of the value of the
structure as determined by the county
property appraiser will be used.
6. For all additions to or alterations of
any nonconforming structure, informa.
tion showing aU of the cosls of the pro.
posed work shall be provided to the
, building official.
7. Elevation certificate of the property
showing lowest floor and grade cleva-
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CLEAltWATER CODE
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tions duly certified by a state regia. specific federal or state permit requirements
, tared land BUrVeyor. ,arc known, requiring that copies of such
(b) Construction stage. Provide a floor eleva. permits are provided and maintained on file
tion or floodproofmg certification after thf;l , with the development permit;
lowest floor is completedt Oft in instances (e) Notifying adjacent communities and the
whare the structure is subject to the regu. state assistance office for the National Flood
lations applicable to constal high hozat"d Insurance Program prior to an)' alteration
areas, after placement of the horizontal or relocation of a watercourse, and submit.
structural members of the lowest noor. ting evidence of such notification to the Fed.
Upon placement of the lowest floor or flood- eral Emergency Management Agency;
proofing by whatever construction means, (d) Ensuring that maintenance is provided
':; , or upon placement of the homontal strue. within the altered or relocated portion of a
tural members of the lowest floor, which- watercourse BO that the nood-carrying ca.
oyer is applicable, it shall be the duty of the pacity is not diminishedj
permit holder to submit to the building of.
ficial a certificate of the elevation of the (e) Obtaining a certification of the actual ele-
lowest floor, floodproofed elevation, or the vation of the lowest floor, including the
elevation of the lowest portion of the hori. basement, of all new or substantially im-
zontal stroctural members of the lowest proved structures, when certification is re-
ncor, whichever is applicable, as built, in quired;
relation to mean sea level. The certifies- (0 Obtaining a certification of the actual ele-
tion shall be prepared by or under the suo vation to which the new. or substantially
pervision of a state registered land sur- improved structures have been floodproofed,
'veyor or, when floodproofmg is utilized for when certification is required;
a particular building, the certification shall
be prepared by or under the supervision of (g) For coastal high hazard areas, obtaining a
a state registered professional engineer or certification from a state registered profea-
ai-cbitect. and shall be certified and sealed. sional engineer or architect that the,struc-
Any work Undertaken prior to submission ture is designed to be securely anchored to
of the certification shall be at the permit . adequately anchored pilings or columns in
holder's risk. The building official shall re- order to withstand velocity waters and hur-
view the floor elevation survey data sub. rieane wave wash;
mitted. Deficiencies detected by such reo Ch) For coastal high hazard areas, reviewing
view shall be corrected by the permit holder plans for adequacy of breakaway walls in
immediately and prior to further progres. accordance with section 51.32(5);
sive work being permitted to proceed.
Failure to submit the certification or failure (i) When floodproofing is utilized for a pat"tic.
to make the corrections required hereby ular structure, obtaining a certification
shall be cause to issue a stop work order for from a state registered professional engi.
the project. neer or architect, when certification is re-
quired;
(3) Duties of the building official. The duties of U) Making any interpretations which may be
the building official shall include but not be lim- needed as to the exact location of bound-
ited to: aries of the areas of special flood hazard,
(a) Reviewing all development permit applica- for example, where there appears to be n
tions to ensure that the permit require. conOict between a mapped boundary and
menta of this chapter have been 8ati~fied; actual field conditions;
(b) Advising applicants that additional federal (k) Obtaining, reviewing and reasonably uti.
or state permits may be 1"equired and, if lizing any base flood elevation and floodway
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FLOOD DAMAGE PREVENTION
data available from a federal, state or other
.source whenever base flood elevation data
or floodway data have not been provided as
requiredj
m Maintaining all records' pertaining to the
'administration of the provisions of 'this .
chapter;
(m) Promulgating administrative policies and
procedures fo~ determining eligible and in-
eligible costs for construction or renovation
of a structure in the floodplain. consistent
with this chapter and applicable state and
federal law. Such administrative policies
and procedures Bhall be issued before Fe)}..
, ruary 1. 1990. and may be amended from
time to time therea..fter as circumstances
require. Copies thereof shall be provided
without coot to all applicants for building
permits in any area of special flood hazard
within the city. A current copy shall be con.
spicuously posted in a public area of the
building officiars office and a current copy
shall also be med in the office of the city
clerk.
(Code 1980. ~ 146.007)
See. 51.11. Variances from chapter.
(1) The buiIdinglfiood board of adjustment and
appeals shall hear and decide appeals from deci-
sions of the building official pursuant to this
chapter and requests for variances from the re-
quirements of this chapter. A decision of the board
shall be fmal, subject to judicial review by common
law certiorari in circuit court.
(2) Variances may be granted for the reconstruc-
tion, rehabilitation or restoration of structures
listed on the National Register of His'toric Places
or the state inventory of historic places, if the
proposed reconstruction, rehabilitation or restora-
tion will not result in the structure losing its his-
torical designation.
(3) In passing upon such applications, the board
shall consider nll technical evaluations, all rele.
vant factors. all standards specified in other sec.
tions of this chapter; and:
(a) The danger that materials may be swept
onto other lands to the injury of othersj
CD51:9
~ 51.1.1
(b) The danger to life and property due to
flooding or erosion damage;
(c) The susceptibility of the proposed facility
and its contents to flood damage and the
effect of such damage on ,the owner;
(d) The importance of the services provided by
the proposed facility to the community;
(e) The necessity of the facility to a waterfront
location, in the case of a functionally de.
pendellt facility;
(0 The availability of alternative locations not
subject to flooding or erosion damage for
the proposed usej
(g) The compatibility of the proposed use with
existing and anticipated development;
(h) The relationship of the proposed use to the
comprehensive plan and floodplain manage.
ment program for that area;
(1) The safety of access to the property in times
of flood for emergency and nonemergency
vehicles;
(j) The expected heights, velocity, duration,
rate of rise and sediment transport of the
floodwaters and the effects of wave action,
if applicable, expected at the site; and
(k) The costs of providing governmental ser.
vices during and after nood conditions. in.
cluding maintenance and repair of public
utilities and facilities such as sewer. gas,
electrical and water systems, and streets
and bridges.
(4) Conditions for variances:
(a) Variances shall only be issued upon a de.
termination that the variance is the min-
imum necessary, considering the Oood
hazard, to afford reliefj and, in the instance
of a historical building, upon a determina-
tion that the variance is the minimum nee.
essary so as not to destroy the historic char.
acter and design of the building.
(bl Variances shall only be issued upon a
showing of good and sufficient cause, a de-
termination that failure to grant the vari-
ance would result in unnecessary and ex.
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CLEARWATER CODE
"01
cSptional. hardship, and n detennination
that the granting of a variance will not re-
sult in increased flood heights, additional
,threats, to public safety, extraordinary
public expense. the creation of a nuisance
or a conflict with existing loca11aws or or-
dinances. '
(c) Variances shall 'not be issued 'within any
designated floodway if any inc:reaae in flood
levels during the base flood discharge would
result.
(5) Upon consideration of the factors listed
abo1.re, and the purposes of this chapter. the board
may attach such conditions to the grnntingofvari-
ancea as it deems necessary to further the pur-
poses of this chapter. '
(6) Any applicant to whom a variance is granted
shall be given written notice specifying the differ-
ence between the base Oood elevation and the el-
evation to which the structure is ,to be built and
stating that the cost of flood insurance will be
commen.surate with the increased risk resulting
from the reduced lowest floor elevation.
(7) The building official shall maintain the
records of all appeal actions and shall report any
variances to the Federal Emergency Management
Agency upon request.
(Code 1980, ~ 146.10)
Cmu referenee-Varitlncea from land development code
genenilly, ~h. 45.
ARTICLE U. FLOOD HAZARD
REDUCTION.
Sec. 51.31. General standards.
In all areas of special flood hazard, the fol-
lowing standards are required, and compliance
with those standards relating to structural sta.
bility shall be certified by an engineer or archi.
tect registered in this state:
(1) New construction and substantial improve.
ments shall be anchored to prevent flota.
'.Cro.s referencell-Water generally, ~ 32.091 at seq.;
wastewater collection, ~ 32.181 et seq.; buildings and building
regulaUona generally, ch, 47; floodproafing certification for
tho coBlltal const.rucUon ~onea,' 47.010.
tion. collapse or lateral movement of the
'structure. '
(2) Manufactured homes shall be anchored to
prevent flotation, collapse or lateral move.
ment, Methods of anchoring may include
but are not limited to use of over-the-top or
frame ties to ground anchors. This stan-
dard'shall be in addition to and consistent
with applicable state requirements for re-
sisting wind forces.
(3) New construction and substantial improve-
ments shall be constructed with materials
and utility equipment resistant to flood
damage.
(4) New construction and substantial improve.
ments shall be constructed by methods and
practices that minimize flood damage.
(5) Electrical, heating, ventilation, plumbing,
air conditioning equipment, and other ser.
vice facilities shall be located at or above
the base flood elevation or shall be designed
or located so as to prevent water from en.
tering or accumulating within the compo-
nents during conditions of flooding.
(6) New and replacement water supply sys-
tems shall be designed to minimize or elim.
inate the innItration ofnoodwatel's into the
system.
(7) New and replacement sanitary sewage sys-
tems shall be designed to minimize or elim-
inate the innItration of floodwaters into the
systems and discharges from the systems
into floodwaters.
(8) Onsite waste disposal systems shall be 10'
cated and constructed to avoid impairment
to them or contamination from them during
flooding. '
(9) Any alteration, repair, reconstruction or im-
provements to a structure which is in com.
pliance with the provisions of this chapter
shall meet the requirements of new con.
struction as contained in this chapter.
(Code 1980, ~ 146.008(a))
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FLOOD DAMAGE PREVENTION
A 51.32
Bec. 51.32. Speclfic standards.
In all areaa of special flood hazardt the fol.
lowing standards me required: '
(1) Residential COTl3truction fA zone). New con.
stroction or substantial improvement of any
residential structure shall have the lowest
floort including the basement, elevated at
or, above the base flood elevation. Should
Bolid foundation perimeter walls be used t.o
, elevate a structure, openings sufficient to
fncilita1:e the unimpeded movement offload.
waters shall be provided in accordance with
the standards' set forth in subsection (3) of
tllis section.
(2) Nonresidential construction (A zone). New
construction or substantial improvement of
any commercial, industrial or nonresiden.
tial structure shall have the lowest floor,
including the basement.. elevated at or
above the level of the base flood elevation.
Structures located in all A zones may be
floodproofed in lieu of being elevatedt pro-
vided that all areas of the structure below
the required elevation are watertight.with
walls substantially impermeable to the pas-
sage of water and use structural compo-
nents having the capability of resisting hy.
drostatic and hydrodynamic loads and the
effects of buoyancE::'. A state registered pro-
fessional engineer or architect shall certify
that the standards of this subsection are
, satisfied.
(3) Elevated buildings (A zone). New construc-
tion or substantial improvements of ele.
vated buildings that include fully enclosed
areas formed by the foundation and other
exterior walls below the baBe flood eleva-
tion shall be designed to preclude finished
Jiving space and designed to allow for the
entry and exit of floodwaters to automati.
cally equalize hydrostatic flood forces on ex.
terior walls.
(n) Designs for complying with this re.
quirement shall either be certified by a
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CD51:11
state registered professional engineer
or architect or meet the following min.
imum criteria:
1. Provide a minimum of two open.
ings having a total net area of not
less than one square inch for every
square foot of enclosed area Bub.
ject to flooding;
2. The bottom of all openings shall
be no higher than one foot above
grade; and
3. Openings may be equipped with
screens. louverst valves or other
coverings or devices provided they
permit the automatic flow of flood.
waters in both directions.
(b) ElectricaIt plumbing and other utility
connections are prohibited below the
base flood elevation except as may be
required by other codes, or where there
is a more practical location consistent
with the intent of another code. and
approved by the building official.
Ie) Access to the enclosed area shall be the
minimum necessary to allow for'
parking of vehicles (garage door), Urn.
ited storage of maintenance equipment
used in connection with the premises
(standard exterior dood, and entry to
the living area (stairway or elevator).
(d) The interior portion of such enclosed
area shall not be partitioned or fin-
ished into separate rooms.
(4) Manufactured homes and RV requirements.
la) New and existing manufactured home
parks and subdivisions, new and ex-
isting manufactured homes not located
within a new or existing manufactured
home park and subdivision, and recre-
ational vehicles that are located or
placed or substantially improved in ei.
ther areas of special flood hazard or in
coastal high hazard areas as defined in
this chapter shall conform to aU 1.e.
quirements of 44 CFR 59 and 60, effec-
tive November 1, 1989, and for the pur-
pose of this chapter such definitions and
requirements as are contained therein
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I tH.32
CLEARWATER CODE
are adopted in this section by reference
unless specifically set forth in this see.
tion.
(b), No floodplain management regulations '
Win apply to 0. recreational vehicle if
the recreational vehicle was onsite for
fewer than 180 consecutive days or was
fully licensed as a motor vehicle and
ready for highway us'e.' ,
(5) Floodways. Located within areas of special
flood hazard are areas designated as flood.
- ways. Because the floodway is an extremely
hazardous area due to the velocity of flood.
. waters and erosion potential, the following
standards shall apply in any floodway:
'(a) Encroachments, including fill, new con-
struction. substantial improvements
and other developmentsJ are prohib--
ited unless certification. with sup-
porting technical data, by f;l state reg.
istered professional' engineer is
provided demonstrating that the en.
croachments shall not result in any hi-
crease in flood levels during the occur-
rence of the base flood discha1'ge..
(b) All new construction and substantial
improvements sball comply with all ap-
plicable flood hazard reduction provi-
sions of this section.
(c) The placement of manufactured homes
is prohibited except in an existing rnan-
ufactured home park or subdivisioni
however, a replacement manufactured
home may be placed on a lot in an ex.
istingrnanufactured home park or suh- .
division provided the anchoring stan-
dards and the elevation standards set
forth in this section are met.
(6) Coastal high hazard areas (V zones). Lo-
cated within the areas of special Oood
hazard are areas designated as coastal high
hazard areos. Because these areas have ape.
cial flood hazards associated with wave
wash, the following standards are required:
(a) All buildings or structures shall he lo-
cated landward of the coastal construc-
tion contTolline.
Supp. No.6
CD51:12
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(b) All buildings or structures shall be el.
evated so that the bottom of the lowest
supporting horizontal member. ex.
cluding pilings or columns, is located
at or above the bass flood elevation
level. with all space below the lowest
supporting member open so as not to
impede the flow of water. Breakaway
walls may be permitted if designed to
wash away in the event of abnormally
high tides or wave action and in accor.
dance with subsection (6){h) of this sec-
tion. ,
(c) AIl buildings or structures shall be se.
curely anchored on pilings or columns.
(d) AIl pilings and columns and the at-
tached structures shall be anchored to
resist flotation" collapse and lateral
movement due to the effect of wind and
water loads acting simultaneouBly on
all building components. The anchoring
and support system shall be designed
with wind and water loading values
which equal or exceed the IOO-year
mean recurrence interval or one per.
cent annual chance flood.
(e) , A state registered professional engi-
neer or architect shall certify that the
design. specifications and plans for con-
struction are in compliance with the
provisions of subsections (6)(b). (c) and
(d) of this section.
(f) There shall be no fiU used as struc-
tural support. Noncompacted fill may
be used around the perimeter of a
building for landscaping or aesthetic
purposes provided the fill will wash out
from stann surge. thereby rendering
the building free of obstruction, prior
to generating excessive loading forces,
ramping effects or wave deflection. The
building official shall approve design
plans for landscaping/aesthetic fill only
after the applicant has provided an
analysis by an engineer. architect or'
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FLOOD DAMAGE PREVENTION
o 51.33
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Boil scientist which demonstrates that
the fonowing factors have been fully
considered:
1. Particle composition of fill mate-
rial does not have n tendency for
excessive natural compaction.
2. Volume and distribution offill will
not cause wave deflection to adja-
cent properties.
3. Slope of fill will not cause wave
runup or ramping.
(g) There shall be no alteration of sand
dunes or mangrove stands which would
increase potential flood damage.
(h), Nonsupporting breakaway walls. open
, latticework or mesh screening shall be
allowed below the base flood elevation
provided they are not part of the struc-
tural support of the building and are
designed so as to break a.way, under
abnormally high tides or wave action.
without damage to the structural in-
tegrity of the building on which they
are to be used and provided the fol.
, lowing design specifications are met:
1. Design safe loading resistance of
each wall shall be not less -than
ten nor more than 20 pounds per
square footi or
2. If more than 20 pounds per square
foot, a state registered professional
engineer or architect shall certify
that the design wall collapse would
result from a water load less than
that which would occur during the
base flood event, and the elevated
portion of the building and sup-
porting foundation system shall
not be subject to collapse, displace-
ment or' ather structural damage
due to the effects of wind and water
loads acting simultaneously on all
building components during the
base flood event. Maximum wind
and water loading values to be
used in this determination shall
each have a one percent chance of
being equalled or exceeded 'in any
given year or 100.year mean recur.
rence interval.
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(i) If breakaway walls are utilized. such
enclosed space shall not be designed to
be usable for human habitation but
shall be designed to be usable only for
parking of vehicles, building access or
limited storage of maintenance equip-
ment used in connection with the prem-
ises.
(j) Prior to construction, plans for any
structures that will have breakaway
walls shall be submitted to the building
official for approval.
(k) Any alteration, repair, reconstruction
or improvement to a structure shall not
enclose the space below the lowest floor
except with breakaway walls.
(1) The placement of manufactured homes
is prohibited except hl'an existing man.
ufactured home park or subdivision;
however, a replacement manufactured
home may be placed on a lot in an ex-
isting manufactured home park or sub.
division provided the anchoring st81'1;:
dards and the elevation standards set
forth in this section are met,
(Code 1980, ~ 146.008(b); Ord. No. 5558.94, ~ 1,
5-5.94) ,
Sec. 51.33. Streams without established base
flood elevations or floodways.
Within the areas of special flood hazard where
small streams exist but where no base Oood data
have been provided or where no floodways have
been provided, the following standards apply:
(1) No encroachments, including fill material
or structures, shall be located less than 20
feet from the top of the stream bank unless
certification by a state registered profes-
sional engineer is provided demonstrating
that such encroachments shall not result in
, any increase in flood levels during the oc-
currence of the base flood discharge.
(2) New construction or substantial improve-
ments of structures shall be clevated or
floodproofed to elevations established by the
building official utilizing data available
from a federal, state or other source. '
(Code 1980, ~ 146.008(c))
CD51:13
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CLEARWATER CODE
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Scc~ Gl.84. SubdJvfBlon proposals.
, : All prOposed subdiviSions; including but not lim.
ited to manufactured home parks and subdivi.
,sions and other proposed developments consistirig
, ,of at least 50)ots or five acres) or both, shall be
reviewed 'by the city engineer to detennine that
the following reQuirements have been or will be
satisfied:' '
, , ,
(I) 'All subdivision proposals shall be consis.
, tent with the need to. minimize flood
damage~
(2) All subdivision proposals shall have public
utilities and facilities, such as sewel"J gas,
electrical, Bud water systems. located and
eonstnlt:ted so as to minimize 1100d damage. '
(3) All subdiVisiop. propOsals shall have ade-
quate drainage' provided so as to reduce ex.
posure to flood hazards. ::' '
(4)' B~e flood elevation data shall be provided.
. (Code 1980. ~ 146.008(d))
" C1'Oa relerence-Subdivision . and condominium platting
generally, ch. 46.
Sec. 51.35. Areas of shallow flooding (AO
zones).
Located within the areas of special flood hazard
are areBs designated as shallow flooding areas.
Because these areas have special flood hazards
associated with base flood depths of one to three
feet, where a clearly defined channel does not exist
, and where the path of flooding is unpredictable
and indeterminate. the following standards are
required:
(1) All new construction and substantial im.
provements of residential structures shall
have the lowest floor. including the base-
ment. elevated to the depth number speci-
fied on the flood insurance l"ate map, in feet.
above the highest adjacent grade. If no
depth number is specified, the lowest flOOf. ,
including the basement. shall be elevated,
at least two feet above the highest adjacent
grade.
(2) All new construction and substantial im-
provements of nonresidential structures
shall:
(a) Have the lowest floor, including the
basement, elevated to the depth
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number specified on the flood insur.
ance rate inapt in feet, above the
highest aqjacent grade.' If no depth
" number is specified.. the lowest floor,
including the basement. shall be ele-
vated at least two feet above the
highest aqjacent grade; or
(b) Together with attendant utility and
sanitary facilities, he completely flood.
proofed to, or above that' level so that
any space below that level is water-
tight with walls substantially imper.
meable to the passage of water and with
structural components having the ca.
pability of resisting hydrostatic and hy.
drodynamic loads and effects of buoy.
ancy.
(Code 1980, ~ 146.00B{e})
CD51:14
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Erosion' and Siltati()nCo'ntrol,
'Policy
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ROS-ION.
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SILTATIO'N
CO.NTR'OL .'
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POLICY
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CITY OF CLEARWATER.
FLORID.A
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MAY - 1996
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BROSION AND SILTATION CONTROL POLICY
The following Erosion and Siltation control Standards and
procedures shall apply to all physical improvement projects which
are subject to the rules and regulations of the city of Clearwater
Engineering Department.
1.. S:t'1'B PLAN REVl:EW: All erosion and siltation control methods to
be employed during construction shall be shown on the final
construction plans submitted for' approval to the Engineering
Department.
2. L1\NJ) CLEARING AND GRUBBING: All projects that will denude soil
( i. e. " one that requires grass and brush removal or asphalt,
concrete and building removal prior to actual construction) or that
will involve ground alteration Guch as excavation shall be required
to have a grUbbing and clearing permit prior to any such work '(per
Article I, Chapter 50, City Code).
3.
No disturbed area may be
STAB1:L:IZATION OF DENUDED AREAS:
_~ denuded for more than thirty (30) calendar days unless otherwise
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authorized by the City Engineer.
During construction, denuded
areas shall be covered by mulches such as straw, hay, filter
fabric, seed and mulch, sod, or some other permanent vegetation.
Withi.n sixty (60) calendar days after final grade is established on
any portion of a project site, that portion of the site shall be
provided with established permanent soil stabilization measures per
the original site plan, whether by impervious surface or
landscaping.
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4. PROTZCTXON AND STABILXZATION 01' SOIL S!l'OCJCP7.LES: Fill material
stockpiles shall be protected at all times tly on-site drainage
controls which prevent erosion of the stockpiled material. Control
'of dust from such stockpiles may be required, depending upon their
location and the expected length of time the stockpiles will be
present. In no case shall an unstabilized stockpile remain after
thirty (30) calendar days.
-~
5.
PROTBCTION OF EXISTING STORM SEWER SYSTEMS: During
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construction, all storm sewer inlets in the vicinity of the'project
,
shall be protected by sediment traps such as secured hay bales,
sod, stone, atc. , which' shall be maintained and modified as
required by 'construction progress, and which must be approved by
the city Engineer before installation.
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6.
SEDIMENT TRAPPING MEASURES:
Sediment basins and traps,
perimeter berms,
, '
filter fences, berms,
sediment barriers,
vegetative buffers ana other measures intended to trap sediment
and/or prevent the transport of sediment onto adjacent properties,
or into existing water bodies, must be installed, constructed or,
in the case of vegetative buffers, protected from disturbance, as
a first step in the land alteration process. Such systems shall ~~
tully onerative and inspected bv the City before any otb~.
disturbance 'of the site begins. Earthen structures including but
not limited to berms, earth filters, dams or dikes shall be
stabilized and protected from drainage damage or erosion within one
week of installation.
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areas may be used in place of silt basins, provided they are
maintained to the satisfaction of the city. The contractor will be
required to prohibit discharge of silt through the outfall
structure during construction of any detention area and will be
required to clean out the detention area before installing any
permanent subdrain pipe. In addition, permanent detention areas
!1 must be totally cleaned out and operating properly at final
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Areas of 3 acres or more shall be
SBDIMBmATION BASINS:
required to have temporary sedimentation basins as a positive
remedy against downstream siltation and will be shown and detailed
on construction plans.
During development, permanent detention
inspection and at the end of, the one year warranty period. When
temporary sedimentation basins are used, they shall be capable at
all times of containing at least one (1) cubic foot of sediment for
each one hundred (100) square feet of area tributary to the basin.
Such capacity shall be maintained throughout the project by regular
removal of sediment from the basin.
8.
WORKING IN OR CROSSING WATERWAYS OR WA'1'ERBODIES:
Land
alteration and construction shall be minimized in both permanent
.~ and intermittent waterways and the immediately adjacent buffer of
i"; 25 feet from top of bank of the waterway. Construction equipment
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and vehicles shall be kept out of waterways and the buffer area
whenever possible, and barriers shall be used to prevent access.
Where in-channel work cannot be avoided, precautions must be taken
to stabilize the work area during landal teration, development
and/or construction to minimize erosion. If the channel and buffer
area are disturbed during land alteration, they must be stabilized
within three (3) calendar days after the in-channel work is
completed.
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04/96
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silt cUrtains or oth~r ~ilterlsiltation reduction,devices must be
installed on the downstream side of the in-channel alteration
acti vi ty to eliminate impacts due to increased turbid! ty .. Wherever
stream crossings are required, properly sized temporary culverts
shall be provided by the contractor and removed when construction
is ~ompleted.
The' area of the crossing shall be restored to a
condition as nearly as possible equal to that which' existed prior
to any construction activity.
'.. . SWALBS, DITCHES AND CIlANNELS: All swales, ditches and channels
leading from the site shall be sodded' within three (3) days of
excavation. All other interior swales, etc., including detention
areas will be sodded prior to issuance of a certificate 'of
Occupancy.
10.
UNDERGROUND UTXLYTY CONSTRUCTION:
The construction of
underground utility lines and other structures shall be done in
accordance with the following standards:
a. No more than 500 lineal feet of. trench shall be open at any
one time;
b. Wherever consistent with safety and space consideration,
excavated material shall be cast to the uphill side of
t~enches. Trench material shall not be cast into or onto the
slopes of any stream, channel, road ditch or waterway.
c. stormsewer inlets in the vicinity shall be protected.
11. MAINTENANCE: All erosion and siltation control devices shall
be checked regularly, especially after each rainfall and will be
cleaned out and/or repaired as required.
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CITY OF CLEARW1\TER
DEPARTMENT,'OF PUBLIC WORKS
STORM DRAINAGE DESIGN CRITERIA'
INTRODUCTION
,
This manual is a guide to assist Engineers in the design of
stormwater systems in the City of Clearwater. In general these
standards are a combination of requirements set by the Southwest
Florida Water Management District, and requirements set by the City
. of Clearwater, Public Works Department. This manual does not
.propose to itemize the requirements of the Southwest Florida Water
Management District, but to highlight and detail. the requirements of
.the City of Clearwater. Where design' standards of applicable
regulatory agency's vary, the 'more restrictive or higher standard
will. apply. The Designer is required to be familiar with the current
design requirements of the Southwest Florida. Water Management
District. , The appropr~ate southwest Florida Water Management
District storm water permit and other applicable regulatory agency
permits will be required prior. to any final construction permi t
approval by the City of Clearwater. .
The Designers attention is called to the City of Clearwater
requirement that all development and redevelopment will require
provisions for storm water 'management. In particular, redevelopment
will be required to provide st'orm water management facilities in
accordance with the regulations herein.
For the purpose of administering these stormwater management
regulations, redevelopment is defined as the al teration of
buildings, parking, or other landform features of a property which
necessi tates the Conununi ty Development Code review process.
Redevelopment of property for which no stormwater management
facili ties exists will be required to provide such facilities in
accordance wi th the methodology contained herein, notwithstanding
that the circumstances of the redevelopment may not result in an
increase of stormwater runoff.
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STORMWATER MANAGEMENT
. DESIGN CRITERIA
, . 1 ~. GENERAL:
" .
All construction shall comply with the City of Clearwater Contract
Specifications and Standards. All stormwatE3r ,facili ty ~esigns must
be designed-and certified by a Florida Registered Engineer.,
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P.! Record .drawings shall be submitted and certified by a. Florida
bi Registered Engineer before final acceptance of project.
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Design Frequency
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(a)
(b)
Cc) ,-
Cd)
10
25
50
100
Year -
Year
Year
Year'
storm systems, culverts
channels and detention areas with outfalls
detention areas'without outfalls ,
. detention areas without outfalls which when
capacity is exceeded overflow onto privat~'
property
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Runoff Coefficients:
Ponds, 'lakes and detention area (wet or dry)
Buildings, paved areas, and other impervious areas
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Turfblock
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.95
.45
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Green or pervious areas
.20
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Design coefficients shall, be. obtained' by using the above
coefficients on a weighted run 6ff method for both pre-development
and post-development.
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2 . STORM DRAINAGE:
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Detention areas must be built before storm sewers are installed.
Slopes shall not be steeper than four to one (4 : ,1) and shall be
protected from erosion' by sod.
Time of Concentration
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Time of concentration to first .inlet on a system shall be.determined
by using. veloei ty of runoff chart. . (Chart attached). A minimum
time of 15 minutes to first inlet shall be used.
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2000
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3. SToRM SE~RS, INLt:TS, AND STREET DESIGN PERTAINING TO WATER FLOW
Unless' specifically approv.ed by the City ,Engineer, reinforced
coricret~, pipe.sh~ll be tised in all easements and street rights-of-
way." Minimum size shall be 151t diameter. Design frequency, - '10
year storm. Mannings " Roughness coefficient for storm pipe:
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(a)
RCP
15"
36".
54"
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.013
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.023
.018
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3D" inclusive
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. (b) O1P or Aluminwn
Asphalt coa~ed
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The slopes for culverts used. ,as storm sewers shall produce a
, velocity within the following limits:
, Maximum.
CMP 10 f.p.s.
Rep 12 f.p.s.
, Minimum
2 f.p.s.
2 f.p.s."
standard hydraulic gradient elevation shall be'minimum of 1.0 foot
below throat of inlet or manhole.
Minimum Culvert Size:
. , (a) - Pipe
(b) Box Culvert
- 15"
3' x 3'
Maximum length of pipe without access structure:
(a) - (15" - 18") Pipe - 350 ft.
(b) - (24" - 36") Pipe - 400 ft.
fe} (42" & cover & all box culverts) - 500 ft.
4 . INLETS.AND MANHOLES:
Vertical throat opening for inlets shall be 5".
Inlets. and manholes will be designed so as not to have standing
water when not functioning.
All inlets to have manhole lids in accordance with City standards.
2
July - 2000.:
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Subdrain shall enter structure a minimum of one foot above invert
and 2 f, 6'" below top of strl;1cture.
"When pipe diameter ex~eed5 30", inlets. shall not be used as junction
,boxes, , limit 3 pipes ,per "inlet ~ .
For design purposes inlet capacity should be assumed.as follows:
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Inlets are not to be placed in curb return.
Pipe~ are to be cut. flush with inside. wall nf inlet.'
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Grate Inlet *
eNo Wing Type *
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standard inlet wings. shall be a. minimum of four feet in length as
pe~ City standards.
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5~'STREET DESIGN:
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4 CFS
4 CFS
6 CFS
8 CFS
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Generally gutter water should not be carried for distances exceeding
600 feet..
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Except as where. impractical, channeling wate'r across intersections
will not be allowed.
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~'lhere grades exceed 2%, a 6' wing will be required cn the inlet.
Grades less than 0.5% are subject to City Engineer's approval only.
A minimum of 0.5% grade shall be required for asphalt drives and
parking lots. Right-of-way shoulders shall be sodded' three feet
behind curb and remainder, graded, seeded, and mulched. Mulch to,be
dry or green per F.D.O.T. current standard.
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Inlet Spacing
600 ft.
400 ft.
Normal Grades - .5% up to 2%
Steep Grades - greater than 2%
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. . 6. HEADWALLS :
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, . Alrinlet arid outlet pipes shall be 'provided. with a headwall, mitred'
end' section, or flared end section. ' Headwalls shall be reinforced
concrete. Pinned Sand/Cement bag structures built in accordance
with City of Clearwater specifications may be permitted only for
temporary use.' All outlets. shall have an appropriate apron to.
prevent erosion.
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7. CHANNELS AND SWALES:
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RouQhness Coefficient - .for a channel with maintained vegetation is
.030 to .035.
Normal channel depth shall not be within 10% of c~itical' depth. When
velocities,exceed maximum allowable values energy dissipators shall
be provided. Plans shall include undeveloped areas, pre-
,development drainage, and pre":'development discharge at key 'des'ign
points such as channels, existing ponds, sloughs" etc. Also post-
development calculations for, storm runoff and proper detention shall
.be determined. .
Type of Soil
in Flow Line
Maximum Allowable
Velocity (f.p.s.)
1~5
1.8
2.0
2.5
2.5
3.8
4.0
.6.0
Fine Sand
Sandy Loam
Silt Loam
Firm Loam
Fine Gravel".'
Stiff Clay
Coarse Gravel
Hardpan
Major channels (Q greater than 30 CFS) shall have a five foot bottom
width. Drainage swales normally will not be permitted along rear
lot lines.
Swales' shall be vegetated and designed for a 50 year storm.
4
July - 2000
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8'. STORM WATEB-OETENTION:
This policy is to insure that runoff will. not be increased beyond
its present state by development. It is also' intended to protect
the quality of receiving waters in the City from additional
pollution resulting from new development. The design frequency
shall be a 25 year storm based on rainfall intensity graph for the
Clearwater area. The duration may be obtained from the Rational
method for areas up to 10 acres. Design variations may be
considered for areas less than one acre. The runoff coefficient
differential' 'DELTA C is obtained by subtracting pre-development
. coefficient from post-development coefficient.
For projects greater than 10 acres, systems design must incorporate
the u.s. Department of Agriculture Soil Conservation Service
Modified Unit Hydrograph, or equivalent as determined by the City
Engineer, in conjunction, with a SCS Type II Florida Modified
rainfall distribution curve.
In ,the. case. of redevelopment' of land upon which no stormwater
attenuation or water quality feature exists, or upon Which the
existence of such features do not meet the standards applicable at
the time of redevelopment, the redeveloper will be required' to
provide facilities in a manner similar to an original developer and
in proportion to the extent' to which the 'site plan of the property
is, affected or disturbed by the redevelopment. In the methodology
for 'calculating stormflow from property undergoing redevelopment,
the pre-development volmne of ' runoff will be calculated by the use
of a Weighted Runoff Coefficient taken
f~om the following table:
PROPERTY DESCRIPTION.
Undergoing redevelopment and not
contributing to an existing flooding
problem it1l.
Undergoing redevelopment and
contributing to an existing flooding
problem
'Undergoing redevelopment and
contributing to an existing flooding
problem for which an attenuating
stormwater manage-ment project is under
construction
· city Engineer ahall be the determ4nLng authority of the Property Description
.11 In no case shall the coefficient be less than .20
*11 To be applied only to area of property undergoing alteration
*.. situation wherein property damage occurs in a 25 year - 24 hour storm
WEIGHTED COEFFICIENT OF RUNOFF..
1/2 Actual
.20
1/2 Actual
5
JUly - 2000
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The City of Clearwater standards relative to the provision of water-
'quality features 'are, by this reference, the same as' the Southwest
Florida Water Management District's, excepting that where.SWFWMD may
rule that, no water quality features are required, the City's
standard shall require the provision of treatment of 1/2 inch of
. rainfall as applied over the entire area of a. development proj ect
and 1/2 inch as applied over the portion of the site plan undergoing
,~a~lteratio~ in the case of redevelopment.
----..:.. 6,Q . ~erA
. I The design hydrograph is an isosceles
I triangle with a time of concentration
I . equal to one half of the duration.
J Detention design shall incorporate
I a minimum time of concentration of
: one hour & a 25 year storm intensity..
The outfall shall be restricted to
.: accommodate the pre-development flow
wit~ appropriate overflow facilities
t for larger volumes. Detention ponds
(Se~)will require 0.5' of freeboard.
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Volume of detention may be established by multiplying time of
concentration times DELTA Q providing the outlet control structure
(weir, pipe, etc.) is designed to restrict other than pre-
development Q. An outfall design allowing less than the pre-
developed Q to pass is acceptable if storage is provided.
Discharge to Lake or Wetland
In situations where the pre-developed Q abuts a .lake or wetland, the
developer may store additional runoff above that required for water
quality treatment in the wetland SUbject provided that the following
conditions are met:
Wetland with positive outfall has the capacity to store
a 25 year design storm.
Wetland with no outfall has the capacity to store a 50
year design storm.
Wetland has sufficient capacity to absorb additional runoff.
All areas on or off site contributing to a wetland shall be included
in'the design. Runoff discharging directly to the wetland shall be
transmitted via grassed swales. Runoff from lots abutting a wetland
shall be collected in an interceptor swale designed to drain dry in
less than 24 hours.
6
July - 2000
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,The maximum design high water elevation of the wetland shall be one
foot below the lowest floor'elevation around the wetland or one foot
below the flow line of the nearest adj acent road, whichever is
.lower. ,The design wetland elevation' shall be determined by the
inflow and outflow hydrograph method.
The impact to the wetland system will be taken into consideration
when reviewing these applications. 'l'hose areas directly outfalling
tidal 'salt water basins will be reviewed for water quality ,impacts
only.
. Dry Daten tion Sys terns
Pry detention systems are those that under non storm conditions are
dry, ie., ,has a grassed bottom and side slopes that can be mowed.
These systems shall be designed with no steeper than 4:1 side
slopes, preferably no deeper than three feet' deep and drain dry
within, 24 hours or less. The side slopes and bottom shall be
sodded. . Drawdown . may be accomplished by the use of underdrain
according to City specifications or by percolation if the soil
conditions permit. At least one soil boring Showing soil profile
and the seasonal high water table shall be. provided with the site
plan. The soil boring shall be located at the center of the
proposed detention area.
Wet Detention Systems
Wet detention/retention systems are those that under non storm
condi tions are designed to have a standing pool of water. The'
design shall be in accordance with City Details. All wet systems
shall incorporate a vegetated littoral shelf over 35% of the areal
cover of the pond under normal conditions. Drawdown may include an
underdrain system, natural percolation or slow bleed down system. .
Underground vaults are not allowed as water quality facilities and
are permitable for water quantity storage only as specifically
allowed by the City Engineer.
Detention Pond Walls
The use of vertical walls on the sides of detention ponds or side
slopes steeper than 4:1 are discouraged and'will not be permitted
except as may be specifically approved due to reason of undue
hardship to the developer. ,In no circumstance will vertical walls
on detention ponds be permitted adjacent to rights-of-ways, along
the boundaries of adjacent parcels of land, on more than two sides
of a detention pond, or any side of a pond serving only ,as a water
quality facility.
7
July - 2000
,
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9. SOBMITTALS
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IIi addition to submitting complete plans and specifications, the
.Engineer'shall also submit the .following:
"
A'. Drainage calculations or computations. including. hydro-
. graphs for any detention areas, retention ponds,
complete with cross sections.
Ij:, .
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. A scale map or plat showing each subdivision drainage
basin, as an aid for review of the proposed work. A
'minimum of 50. feet of topographical survey shall .be
required adjacent to the perimeter of the proposed s,ite.
Profile of hydraulic gradient for storm pipe system.
All pertinent information of adjoining properties
affected by. stormwater from si te such as finish floor
elevations of buildings, streets, channel. or receiving
waters to the final outfall. All. adjacent property
draining onto the proposed site is to be shown on the
site plan.
Before' . project is accepted by the Public Works Department, a
Registered Engineer must submit written verification that the
project was constructed in accordance with approved construction
plans.
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10 . ATTACHMENTS:
Rainfall Intensi ty/Duration -' Clearwater. . This Rainfall
Intensity Graph shall be used for 10, 25, and 50 year storms.
Veloci tv of Runoff - for use in determining intens i ty for above
grade runoff.
.Drainage Design Computations - suggested for working out ,drainage
computations showing required information for submittal to City of
Clearwater for approval.
8
De~1qn Criteria Storm Drainage
July - 2000
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'Storm"'fster PoliC;;Y'
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CITY OF CLEAR WATER
PUBLIC WORKS ADMINISTRATION DEPARTMENT
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STORMW A TER MANAGEMENT SYSTEM
POLICY
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Guidance Manual
, Declaration and Intent:
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. The waters of the City ofClcarwater are among its basic resources and as such. should be managed to
CQnserve and protect these naturaJ resources and their scenic beauty to achieve the fuJJ bencfichiJ use of
UIC resource for the citizens and visitors of the City. 111is manual is intended to provide water policy
guidance Jor the development and implementation of progmms. projects, rules and plans relating to
City water resources, 111is document shall not constitute "standards" or "criteria" for which resource
decisions on individual programs or projects must be made: rather this document is intended only to be
a reference guide. Specific storm drainage design shall continue to be developed in accordance with the
City Design Criteria, codified by City ordinance. Specific goals. objectives, and policies that guide
project implemcntntion arc cfearly defined by the City's National Pollutant Discharge Elimination
System (NPDES) pennit. the City Comprehensive Plan Drainage Policies (Goals No. 16 and 17), and
State Water Policy and Law.
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Policy Guidelines:
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It shall be the policy of the Public Works Administration Department that: .
I.
General Surface Water Protection and Manal!cment ~ The Public Works Administration
(PW A) Department shall provide an effective stormwater management program to minimize
adverse impacts on the City natural systems, property Bnd public health, safety and welfare
. for the citizens of Clearwater.' Inadequate managem,.nt ~r stnrmWal!!r increases SlOrmwatcr
floU's and velocities. contrihwcs to erosion and sedimentotion, overtaxes rhe carrying capacity of
streams and alher cOl1wyanc(.'s. dismpl.r IhL' ,timclions l?l nal1lral syslems. undermines .floodplain
management and .flood control e.ffOrlS in downstream communities. reduces ground water
rcchar!!.!!. threatens public healrh and safcty. and is Ihl! primary source of poUt/rant load to
C/canmfCr's natural coastal water re.\'oltrce,\', A,\' a rc.wll. \fater qllaliO' IS degraded and
beneficial It.'''' ~(the resource is lo.\'t,
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. .PW A surface water managcmcnt programs shall protect. prescrvc and restore the quality.
quantity and environmental values for existing and new water resource dminage s)'stems to the
ma.ximum extent prncticable.
. PW A stonnwuter management projccts 511311 maintain. to the maximum extent practicable.
. during and after construction. the prc-dc\'cJopmcnt stoml\\'atcr Char<lClcristics of the site; to
reduce strcanl channel erosion. pollution. siltation, sedimentation, and flooding; to reduce
pollutant loading that diminish beneficial uses: to reduce the loss of freshwater by encouraging
stonn\\'ater reuse, and to address stormwater management on a watershed basis, thereby
providing cost effective water quality and quantity solutions to specific watershed problems.
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.. All opemtion and maintenance activities undcl'Ulken by PWA in City stonnwater systems. aU
capital improvement projects developed by PW A. and private development projects which arc
. reviewed in PWA within City stonnwater systems sh31l confonn to the requirements of State
Water Policy as required by the Cit)' NPDES MS4 Pemlit.
. All stormwater related maintenance and capital improvements shaH conform to the specific
goals. objectives. and policies contained within the City Comprehensive Plan. with particular
attention being given to compliance with prescribed Levels of Service which have been
established to detcnnine the availability of facility capacity and demand created by new or
redevelopment. .
. When determining the impact on water resources of the City in the development of all
stonnwatcr related projects by PW A. staff shall consider the impact of the faciUties on water
quality, fish and wildlife. environmentally sensitive lands. reasonabJe.bcneficial uses of water.
recreation, navigation. saJtwater or pollution intrusion, and factors related to erosion and
sedimentation. public health. safety. and welfare to minimize adverse impacts.
. Stomlwatcr facility project development shall encourage interagency cooperation and alternate
funding sources for implcmentation whcnever feasiblc.
Stormwater Mnnneement Implementation. The Public Works Administration Department
shall fully develop stormwater programs and capital improvement projects with
implementation success in mind. Inappropriate implementation of stormwale!r management
programs and projecls, and thi.' management of projec/ cons/nJc/ion. monitoring, reporling and
rc/o/cd permit or agreement condiJions can lcod 10 inc,ffeclive and cosily projecl delays or
imposed penalties,
. The construction and operation of City stonnwater fncilities which manage or store surface
waters, or other facilitil:s which drain. divert. impound. discharge into. or othcnvise impact
waters in the State. and the improvements served by such facilities. shall be consistent \'.ith all
St3te and rcgional pernliuing rc.:quircmcnts.
. All stomm'3tcr facilities project development shall meet applicable design or performance
standards. with particular attention being given to whether adequate provisions exist for the
continued satisfactory operation and maintenance of the planned facilities after construction
has been complcted.
. All storm\\'atcr facilities and related improvements must provide adequate provision to avoid
incrcased damage to off-site properties. water resources. natural systems or the public caused
by: (1) floodplain de\'elopmcnt. encroachment or othcr alteration: (2) retardant, acceleration or
diversion of flowing water: (3) reduccd natural attcnuation: (4) lack of adequate maintenance
acccss~ (5) facility failure: or (6) other actions thar could adversely affect off.sirc water flows
or levels.
. All stonn\\'atcr facility repair shall be pcrfonllcd in a manner that docs not exacerbate existing
stonn\\'atcr problems,
.. Erosion and sediment control plans dctniling appropriate methods to retain sediment on-site
shall be required for all land disturbing activities. Sediment control plans shall be fully
implemented ilnd maintained during construction.
. Where conflicts may reasonably be expected to c:"\ist between public and private stormwater
facilities during commercial site pliln review. resolution of those conflicts shall be resolved by
the Cnpital Jmpro\'cments Storm\V3ter Management Committee.
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. There shall be within PW A. a Capitnllmprovemcnts Stormwatcr Management Conunittcc that
shall meet at feast quarterly and be madc up of at le.:lSt two representatives from PD&E,
Productio'n. Transportation and Drainage, Construction Inspection. and the Public Works
Administration Controller. . The purpose of this Committee is to consider significant
. operational issues. address polic)' changcs nceded to facilitate stonnwatcr management for the
City that need to be reconullcnded to the Public Works Administrator, and to establish capital
project rcconunendations to the Public Works Administrator annually, by JanuaT)','cach year,
to be included into the department operating budget.
, . Stonnwater system management in Clearwater shari be categorized as either Stonnwater
Maintenance Operation or Stonnwatcr Capital Improvements, Stormwatcr Maintenance
Operation shall be funded as a fine item while Stonnwater Capital Improvcments shall be
funded as discrete projects based on aMual prioritization through the annual w3:tershed
management planning and evaluation process. subject to recommendation by the Capital
Improvements Stormwater Management Committee annually, and approved by the Public
Works Administrator.
.. Administration of the Stonnwater System shall be facilitated by a geographic infonnation
system database that shall be crl::ltcd and maintained by Engineering with direct input by
. Transportation and Drainage.
. A rainfall, water quality, and flow monitoring network shall be inst:Jlled and mainbined by
Engineering for the purposes of model calibration. monitoring system response, and penn;t
program compliance (NPDES & Tampa Bay Estuary Program).
. Engineering shall maintnitl a current and calibrated hydrologiclhydraulic model for the
monitoring of existing conditions the evaluation of proposed alternative solutions to
stonn\\'ater problems.
III.
Stormwater Mnintenance Ooeration ~ The establishment of these maintenance policies for the
Transportation and Drainage Bureau is critical to the overall effectiveness of unit operation
and accountability, and will serve as a guide to meeting the compliance requirements of
NPDES to further enhance the prescnt MS4 system operation and maintenance programs.
. . NPDES Permit Compliance: Procedures for maintenance of roadways and stormwater
runoffsha\l operate in compliance with NPDES, MS4 Pennitting.
. Stormwater Ponds: Lake/Pond maintenance operation shall be restricted to City O\\ncd
systems or thosc portions of systems 0\\11Cd by the City only, and shall bc limitt:d to only those
controls nceded to satisf)' an immediate problem, system operation. or to comply with
provisions of agreement to removc silt and/or nuisance or exotic plant species where aU
appropriate licenses. penn its. or exemptions have first been obtained. PW A shall not be
responsible for mainrenance of pri\'me Jakes or ponds. All n:pair work shall be recorded on
appropriate fomls.
. Conveyance Systems: Shall not be enlarged or enhanced from the existing condition \\ithout
prior approval frolll Engineering. Repairs and inSl41l1ation of equivalent pipe(s) shall be limited
to a maximum of 200 fl..'Ct in length and up to 24 inches in maximum diameter, no deeper than
5 feet (Sub-drain and stonn pipes). Ditches. swales, and channel creeks shall be maintained
within their original design parameters through silt removal and ditch bank grading on a
frequency of no less than once every five Yl::lrs, Ditch cleaning and cutting shall occur twice a
year, Erosien-te-be-dealt-wfdt-oo-a--ease-b~ase-bast57 Erosion problems fan within two
categories, within the City's easements or outside of the City's easements. Erosion that is
contained within the enscment win be evaluated for now restrictions and addressed if
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necessary. Erosion that is not contained within the easement will be further evaluated to
determ~ne the source of the erosion. The City win be responsible it the erosion is caused
by our conveyance element. The Citizen will be responsible if the erosion is caused by
runoff from their property, Stonnwater pipe cleaning by machine such as Vactor and hand
rods shall be on a continuous basis.
. Inlets, Curbs and Cutters: Street sweeping operations shall occur on aU residential streets
twice a year, Some areas of the City may be addressed more frequently than others at the
discretion of the Public Works Administrator. Street swccping all City main arterials shall
occur on a continuous basis, Curbs and gutters shall be maintained in accordance with "As~
Built" conditions "ith replacement being completed as maintenance by Transportation and .
Drainage crews for run~lengths less than 200 feet. All ADA ramps are to be maintained
throughout the City \\ith proper grade slope and landing, Design of inlets, catch basin boxes,
and silt boxes shall be within these established maintenance guidelines. Whenever possible,
inlets and catch basins shall not be installed within sidewalks.
. Paved and Unpaved Streets: Maintenance and operational reporting shall be reported, as
defined und!:r Stonnwatcr Managemcnt Implementation guidelines. Litter control shall be
provided by Transportation nnd Drainnge on only those streets which maintain an active
hAdopt-A.Streef' or an .. Adopt-A. Pond" Program.
. Drainage Easements: Mnintenance and operation of City lakes and streams rights--of-way
and casements and associated City stoml\\'atcr facilities shall be the responsibility of
Transportation and Drainage.
. Citizen Support: Transportation and Drainage shall be the point of first conbct by citizen
response requests to investigate storrnwater problems in Clearwater. Transportation and
Drainage slmll record and respond to all citizen requests for inspection of a problem within 48
hours of receipt (Attachment A: Form), Response shall either include a maintenance resolution
or follo\\'~up request in writing to PD&E for further invcstigation as a potential candidate to
capital improvement.
. Stormwater Certilication: . All PW A employees working with slormwater and drainage shall
be certified in sedimentation and erosion control. FurthemlOre, it shall be a requirement that
all Transportation and Drainage stonnwatcr pcrsonnel be "C' licensed and/or sedimentation
erosion control ccrtified stomlwatcr technicians within two years of hire.
Stormwater Capital Improvements . The Cit). Comprehensive Plan requires that stormwater
management be implemented in the most cost effective and efficient manner possible. For that
reason. the Cit)' has developed a Watershed Management Action Plan. intended to not only
prevent existing. water resource problems (Quantity & Quality) from becoming worse, but
also to reduce existing nooding problems, to improve existing water quality, and to preserve
or restore the values of City natural ecosystems. Therefore. all stormwater related problems
which are not defined as Stormwater Maintenance and Operation shall be considered as a
Stormwater Capital Improvement and shall be prioritized (Attachment B: Priority) and
funded in accordance with the City Watershed Management Action Plan annually, This shall
be IJccompJished upon recommendation by the Capital Improvements Stormwater
Management Committee and approved by the Public Works Administrator, City Manager
and City Commission.
. All projects received by PD&E shall be evaluated and ranked according to the problem
classification established by the City Watershed Management Action Plan and included in the
project database for quarterly revicw by the Capital Improvements Stomm'ater Management
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,Committee. All projects provided to the. Committee shall be sorted by Category Code Md
Watershed Basin for their review and approval.
'. Implement project" development and construction in accordance with Committee
recommendations and appropriate City approvals.
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Cily Engineer
Ass!. Oir. of EngIPD&E
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EMERGENCY PROVISIONS - There shall come from time to timet those situations which
result from unroreseen circumstances that shall require PW A starr the nexibility to
accommodate resolution or an immediate problem. Implementation or any project relative to
this'sedion shall be recommended by 'the Capital Improvements Stormwater Mana2ement
Committee and approved by the Public Works Administrator, whenever:
~ A shoreline emergency has been declared by the Florida Department of Environmental
Prptcction. consistent with Chapters 628-33.014 or 628-49.009.
.. A' project requires immediate action to protect life and property.' provided that EITHER
condition exists: .
::::> The condition of any stonnwatcr management system. dam. impoundment. reservoir.
. appurtenant work. or works is so dangerous co the safety of life or property as not to
pennit time for the issuance and enforcement of an' order relative to maintenance or"
operation; OR
. => The condition of passing or imminent floods that threaten the safety of any stonnwater
management system. dam, impoundment. reservoir. appurtenant work. or works:
AND
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. :There arc no operational changes appropriate or available to alleviate the emergency,
. The project will not result in the creation of any new lands or pemlancnt structures that did not
exist before the emergcncy,
. Project construction is minimizoo to only that which is absolutely necessary to prevent the
imminent collapse of a structure or amelioratc circumstances which threaten human safety or
life.
. An aftcr-thc.fact pemlit shall.be r~qllired for aU work completed thal clearly. is not temporary
in nature.
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. Priority
Problem Classisfication
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Street Flooding to the Degree of Impassability. (10-
Year Stonn Event; Pipe Collapse)
R~gu]atory Compliance with Penmts Having,
Significant Fines
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4 F-3 Bridge Overtopping (25- Year Stann Event)
5 E-I Major Loss ofBan~ (Outside Easement)
6 C-2 Regulatory Compliance with Pennits
7 WQ-l Water Quality Degradation
8. 0-1 A1J ,other Categories
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C;O' of Clearwater Acti01' Plan 1995-1999
Year 2000 Supplement .
In accordance with the TBEP participants' commitment to implement specific projects or actions
. . which will help to meet the goals of the CCfv1P, the City of Clearwater submitted an Action Plan in
summer 1998, identifying specific projects to be implemented between 1995 and 1999. Following
are the updated, revised and new planned and completed actions submitted by the City of Clearwater
to address each issue identified in the CCMP.
WQ-l Implement the Nitrogen Management Strategy for Tampa Bay
Public and. private partners in the Tampa Bay Nitrogen Management Consortium, including all
members of the TBEP Management Board and key industries, electric utilities. fertilizer
manufacturers and agricuJture~ have pledged to implement over 100 projects which will reduce
nitrogen to the bay between 1995 and 1999, The City of Clearwater's projects are as follows:
Project Name: Del Oro Phase I
Project Description: stormwater retrofit
Location (drainage basin): Old Tampa Bay
Implementation Schedule: Phase I construction is complete
Likelihood of Completion: High
Bow financed:.City
Acres treated: 63 acres
Land uses treated: residential ,
Estimated current load: 604lbslyr (63 acre watershed~ 20.8 inches of annual runoff (52 inches
annual rainfall based on City data and a runoff coefficient ofO.4~ rounded to 35,5 miHion gallons of
runoff/year); medium residential::; 2.04 mgIL TN concentration)
Treatment method: Wet Pond
Percent TN removal: 27% (conservative assumption of slightly less than average efficiency)
Annual TN removed: 1631bslyr
Year 2000 updates/revisions: Project complete
Estimated project costs: $374,000
Financial partners: Clearwater, Florida Department of Community Affairs
Project Name: Coopers Point Restoration
Project De~cription: Habitat restoration on the shore of Old Tampa Bay. Removal of exotic
vegetation in an area scheduled for development as a passive park.
Location (drainage basin): Old Tampa Bay
Implementation Schedule: Property purchased, improvements under construction
Likelihood of Completion: High
How financed: Joint City/County
Acres treated: 37 acres
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Year 2000 updates/revisions: Project construction completed in July of 1999. Maintenance and
monitoring of wetland plantings to continue through 2000.
Estimated project costs: $1,879,000
Financial partners: SWFWMD $935,000 (50%), Pinellas County $308,550 (16.5%), Cleartwater
626.450 (33.5%)
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Land uses treated: Undevelo'ped
Estimated current load:
Treatment method:
Percent'TN removal:
Annual TN removed:. Preclusion of additional loading from residential land use (37 acres x
(4.S2ibslaclyr - 1.15 Ibslac/yr) = ] 25 Ibslyr (Taken verbatim from &'Guide1ines for Calculating
Nitrogen Load Reduction CreditsU . March 1997, by Zarbock & Janicki (page 14 - Example 2).
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Year 2000 updates/revisions: Project 95% complete, will be ]00% complete by the end of2000
Estimated project costs: $320,000
,Financial partners: Clearwater. Southwest Florida Water Management District, Florida Department
of Environmental Protection
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Project Name: Aliens Creek Rehabilitation at Lake View and Hercules (Red Maple Swamp)
Project Description: Habitat floodplain restoration and stormwater treatment
. Location (drainage basin): Old Tampa Bay
Implementation Schedule: 90% design phase complete; construction in i 998
Likelihood of Completion: High
Bow nnanced: Joint City/County/SWFWMD
Acres treated: 1,126
Land uses treated: Residential/Commercial
Estimated current load: 1280 Ib/yr (Dames and Moore report, 1997)
Treatment method: Wet pond
Percent TN removal: 15% (TBNEP Guidelines)
Annual TN removed: 191 lbslyr (AU loading estimates calculated by Scott Stephens, (SWFWMD),
in cooperation with Pinellas County and Tampa Bay Engineering as part of SWIM project).
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Project Name: Stormwater Reinspection
Project Description: Restore treatment capacity to 100% efficiency in seven coastal basins: AJlens
Creek, Alligator Creek, Mullet Creek, Bishop Creek, Possum Branch, and Coastat Zone Basin #2 and
#3. Reinspection program included inspection of 175 individual treatment facilities for commercial
(90%) and residential (10%) developments,
Location (drainage basin): Old Tampa Bay
Implementation Schedule: Completed (City to perform reinspection every 5 years). .
Likelihood of Completion: High
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Acres treated: 120 acres (90%commercialll 0% residential); (Program involved the reillspection of
approximately 175 facilities treating runoff from approximately 120 acres of developed land (108
acres of commercial and 12 acres of residential). . The reinspection program restored all facilities to
origin8.1 'design' and recovered over 200,000 cubic feet of treatment volume).
Land uses treated: Residential (10%)/Commercial (90%)
Estimated current load: 950 Ibs/yr (185,049 cubic feet @ 1.83mg/L concentration + 20,561 cubic
feet @ 2.04mgIL concentration)
Treatment method: DetentionIDry Pond
Annual TN removed: Because the future modeled estimates assume that facilities are working at
design removal efficiency, restoration to this capacity win not result in additional TN removal.
However, it is recognized that an estimated 258 Ibs/yr would be delivered to the receiving waters if
this action had not been implemented. (recovery of205,61 0 cubic feet of treatment volume from 175
treatment facilities. Recovered treatment volume multiplied by 40 events annually of 0.6 inches or
greater rainfall, assuming 1.83 mg/L of concentration for 90% and 2.04mg/L of concentration for
10%, and a 27% treatment efficiency)..
Year 2000 updates/revisions: Program currently on-hold due to personnel and funding constraints.
Estimated project costs:
Financial partners:
Project Name: Development and implementation ofa City-wide plan for expansion ofrecJaimcd
water service
Description: Clearv.rater is currently developing a city-wide plan for its reclaimed water system
which will ultimately redirect 16. I mgd of effluent currently entering Tampa Bay,
Implementation schedule: Plan completed by 9/98.
How financed: 10int City/SWFWMD
Estimated current load: 16.1 mgd x 3 mg/I = 73.5 tonslyr
Treatment methods: Reuse of treated effluent
Percent removal (TN): 95%
TN load reduction/yr: 1.1 tons/yr **(assuming full financing and implementation of 0.25 mgd
service by 2002).
Year 2000 updates/revisions: Reclaimed Water 20 Year Master Plan completed in October 1998.
Redirection of effluent currently discharging to Tampa Bay scheduled for 2001- 2005.
Estimated project costs:
Financial partners: City, Southwest Florida Water Management District
Project Name: Improve business and homeowner opportunities for hazardous waste disposal .
Description: Clearwater is coordinating with Pinellas County in conducting Amnesty Days.
Clearwater is also implementing stormwater treatment at their solid waste transfer station, which will
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capture and treat waste leachate from garbage trucks. .
Implementation schedule: Planning completed by 1/98. Construction completed by 1/99.
, ,How financed: City .
...As a rule assumptions were ~ade on the conservative side (e.g. less efficient) less volume) rather
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Year 2000 updates/revisions: Cooperation with PineUas County Amnesty Days ongoing.
Construction of leachate collection system at the Solid Waste Transfer Station completed in 1998 at
a cost of approximately $40,000.
Estimated project costs:
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Project Name: Clearwater Man Retrofit Project
Project Description: Stormwater retrofit ora pOTtion of Clearwater Mall property in accordance
with current regulatory criteria (0.75" of effective treatment) .
Location (drainage bas,in): Old Tampa Bay
Implementation Schedule: construction in 1998
Financed: SWFWMD~ City of Clearwater
Acres Treated: 24.6
Land, Use: 100% commercial
Estimated Untreated Load: 733 Ibslyr
Treatment Methods: detention with infiltration
Treatment Efficiency: 64% (based on captured and retained runoff using 1995 rainfall amounts)
TN Load Reduction/yr: 471 Ibs/yr
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SW-l Continue support for FJorida Yards & Neighborhoods and similar pollution prevention
programs.
Florida Yards & Neighborhoods Program (FY&N) is an educational outreach program of the
University ofFJorida Cooperative Extension SelVice.
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'The City of Clearwater will continue to seek opportunities to promote FY &N concepts
through public education, including brochures and handout information, promotion of the
program during routine site visits and public interaction, promotion of the program during
various public meetings related to City projects, and occasional public workshops or forums.
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SW-2 Assist busineues in implementing site management practices to reduce stormwater
runoff. '
. . The'City ofClearwater.wiH continue to review aU commercial projects to ensure that new
development and ~ede~elopment provide required stormwater attenuation and treatment.
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SW-3 Encourage local governments to adopt integrated pest management policies and use
envj~onmentally beneficial landscape practices on public properties.
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The City of Clearwater will promote the practices of applying JeastMtoxic pesticides and slow~
, release fertilizer on all properties of City facilities. These practices are also a contractual
requirement for firms which perform maintenance on CitYMowned water bodies.
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SW~4 Reduce Impervious Paved Surface
. The City of Clearwater promotes the use of turfblock and grass parking when applicable by ,
ordinance. The City is in the process of changing its land development code to require
impervious areas for redeveloped sites and increase green space for new and redeveloped
sites. The new land development code will take effect in early 1999.
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City allows the use oftutfbtock and grass parking on church and recreational facilities when
approved by Planning and Development Services
Estimated project costs:
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SW~5 Require older properties being redeveloped to meet current stormwater treatment
sbmdards or provide equivalent compensation
. The City of Cle8JWater will continue to require all site redevelopment to provide attenuation
for 50% of the peak intensity of the 25Myear storm event. The City encourages aJternative
stonnwater treatment methods at every opportunity, such as in.line stormwater retrofit
structures for the removal of floating trash and organic debris, and regional stormwater
facilities which employ 'treatment train' designs.
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SW-6 Promote urban compact development ,
. The City of Clearwater promotes Brownfields development and was the first in Florida to
receive legislative designation for a Brownfiefds project in downtown, Clearwater. The City's
Brownfields project covers 1.842 acres within the downtown core and approximately 100
potential contamination sites. The program is designed to stimulate redevelopment of this
area by providing limits of liability for contamination issuest economic incentives to
developers and financial assistance, for site remediation. One of the progmm objectives is to
retain business and industrial activities within already developed areas as opposed to
encouraging new development in green areas.
Year 2000 'updates/revisions: Projects completed in the designated Brownfields area
include the South Greenwood Police Substation and IMR Global. Work has begun on the
North Greenwood Health Center and the Town Pond, .
Estimated project costs:
Financial partners:
AD~t Continue to investigate the sources and effects of atmospheric deposition, and develop
an action plan to address the issue.
TBEP. in conjunction with FDEP. 'EPA, and EPCHC will continue to coordinate the ongoing
research activities addressing atmospheric deposition in Tampa Bay and its watershed. including eight
separate but related projects addressing the characterization, sources and impacts of atmospheric
deposition to Tampa Bay and its watershed.
. The City of Clearwater will continue to collect water quality and storm event data to support
the TBEP Great Water Program. Cleanvater is also planning the addition of rainfall gauges
!, at select locations to assist with storinwater modeling progress and could support the TBEP
network of rainfall coJ1ectors.
Year 2000 updates/revisions:' Ongoing
Estimated project costs:
Financial partners:
AD~2 Promote public and business energy conservation
. The City of Clearwater will be willing to provide literature describing the Green Lights
program through its Central PermittingfLand Development Office.
Year 2000 updates/revisions: No Green Light Program literature has been received to
disseminate by the City.
Estimated project costs:
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WWMl El.pand and encourage the reuse of highly treated domestic and industrial wastewater
where reuse produce! a net benefit (or Tampa Bay.
e . The City of Clearwater is currently developing a city-wide plan for its reclaimed water system
which will ultimately redirect 16.1 mgd of effluent currently entering Tampa Bay.
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Tampa Bay scheduled for 2001- 2005.
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WW-2 Extend central sewer service to priority areas now served by septic systems
· The City of Clearwater continues to implement a program for the expansion of central sewer
collection. The City is finalizing plans to expand sewer service into a portion ofthe Allents
Creek basin where a large subdivision has agreed to annex into the City from Pinellas County.
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WW-3 Require standal'dized monitoring of wastewater discharges
· The City' of Clearwater continues to work with FDEP to implement reporting requirements
under existing facility operations permits.
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septic systems
This action will be revisited following the Healthy Beaches Tampa Bay project (initiated in
February 1999) which will evaluate alternative public health indicators. Results from the
Healthy Beaches project will be necessary to help define environmental performance or design
standards. .
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TX-l Address hot spots of contamination
. The City of Clearwater will support TBEP in assessing sediment contamination clean up and
monitoring sediment chemistry and benthic communities in the bay.
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TX..2 Improve opportunities for Proper Hazardous Waste Disposal
" The City of Clearwater continues,to promote an amnesty ~ay for the handling and disposal
of hazardous materials for small business and residential h~rdousmRterials. and will
establish uniform procedures for the handling and disposal for hazardous materials by City
. departments by June 1999.
Year 2000 updates/revisions: Ongoing
Estimated project costs:
Financial partners:
TX.3 Reduce toxic contamination from ports an'd marinas
. The 'City of Clearwater. although having no,marinasin Tampa Bay. will promote the P2 .
program' for the City Marina through the use of uniform procedures for materials
management.
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Estimated project costs:
Financial partners:
TX-4 Promote IPM on farms to reduce runoff
B~cause ~he amount of IPM information provided to pesticide license applicants has been expanded,
and because use ofIPM is increasingly gaining acceptance among area farmers because of its cost- .
effectiveness, no further action is recommended at this time~ However, TBEP will promote
nutrient/pesticide management and IPM as essential components ofFDEP's Whole Farm Planning
effort. .
Updates/revisions:
Estimated project costs:
Financial partnen:
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PH-l Prepare maintenance plans identifying overflow areas within their sewage collection
systems, and address those areas in their maintenance program
. The City of Clearwater wi1l be implementing a capital improvement plan to improve its
wastewater collection system by reducing infiltration of water into the system. Line
infiltration. which results in flows that exceed system capacity, is the primary cause of
wastewater discharges from treatment facilities.
Year 2000 updates/revisions: Phase I of the Sewer System Evaluation Study and Self
Audit Program completed at a cost of$2,3 millicin dollars with recommendations for manhole
renovation, upgrading pump stations and sewer lining. Manhole replacement and renovation
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committee to review standards, parameters and sampling techniques. In addition, EPCHC' 5
monitoring program may be modified to accommodate recommendations of the committee,
provided that funding or logistics do not become a problem.
scheduled over five year period; cost of effort through 2000 $500,000.
Estimated project costs: 52,800,000 through 2000
Financial partners: '
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PH-2 Establish water quality standards for saltwater beaches
· , The SWFWMD. Pinellas County Tourism Board. Florida Department of Health and TBEP
are jointly funding a project to provide baseline information on potential sources and loadings
of microbial pathogens within the Tampa Bay watershed and Gulfbeaches, and to evaluate
the use of a variety of human health indicators for the Tampa Bay region. This project,
, entitled HHealthy Beaches Tampa Bay", was initiated in March 1999. ,
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PH-3 Install additional pump-out facilities for recreational boaters and live-aboard vessels
· The City of Clearwater has constructed and. will continue to maintain sewage pump-out
facilities at its Marina. Clearwater's marina has 210 boat slips and approximately 70 sewage
pump-out stations. All boats which use the marina either have a dedicated pump-out line or
access to one.
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BH~l Implement the Tampa Day Master Plan for Habitat Restoration and Protection
. The City of Clearwater will complete the restoration of Coopers Point Park in cooperation
with the State and by agreement with Pinetlas County.
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88-2 Establish and Implement Mitigation Criteria for Tampa Bay
. At the request ofTBNEP, the Tampa Bay RPC's Agency on Bay Management established
a Task Force to investigate the standards and guidelines currently used by permitting agencies
for approving mitigation banks. 'After approximately eight months of discussion and
evaluation, the Task Force adopted criteria for accomplishing the restoration goals of the
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CCMP. for. mitigation' in ttie' Tampa Bay area. The recommended criteria, following
clarification by the TBEP T AC. was approved by the TBEP Management and PoUcy Board
potential adoption into local regulation in March 1999. Because these criteria are specific for
, the Tampa Bay area, and are in addition to statewide requirements, local governments wilt
need to consider how to best implement the recommendations, .
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Tampa Bay and to identifY potential priority sites for investigation.
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BB-3 Reduce propeller scarring of seagrns5
Ve'nr 2000 update.i/revisions: .
Estimated project costs:
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Year 2000 updates/revisions: N/A
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BH-S Improve management of parking and vehicle access along causeways and coastal areas
Year 2000 updates/revisions: . N/A
Estimated project costs:
Financial partners:
BH-6 Encourage waterfront homeowners to enhance shorelines and limit runoff
Year 2000 updates/revisions: N/A
Estimated project costs:
Financial partners:
BR-7 Improve compliance with Rnd enforcement of wetland permits
· The City of Clearwater has reorganized the Public Works Department to provide better
service delivery and improved compliance related to environmental permitting. The City is
currently working with FDEP on wetland compliance strat"egies, and does not have a specific
completion or implementation date.
Year 2000 updates/revisions: Ongoing
Estimated project costs:
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Expand h~llitat mapping 'and monitoring programs
Year 2000 updates/revisions: N/A
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Establish and maintain minimum seasonal freshwater inflow
Year 2000 updates/revisions: N/A
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Increase on~water enforcement of environmental regulations on the bay
Consultation with TBEP partners, regulators and marine enforcement officials dictates that
attempting to re~allocate revenues from the Salt Water Fishing License to increase the law
enforcement aIJotment is not advisable at this time. Therefore. TBEP staff is proposing to
explore the potential of creating a volunteer force of boaters who will patrol the b'ay and
provide educational information to boaters potentially violating regulations or harming natural
. resources. This volunteer corps could be similar to, or part of, the Florida Marine Patrol's'
"Coastwatch" program. Tampa BayWatch is proposed as a potential leader for this program,
. if accepted by the Man~gcment Board. .
Year 2000 updates/revisions: N/A
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FW-2 Manatee Protection Zones ,
. The City of Clearwater has posted manatee protection zones and citizen education displays
. at selected Marina locations.
Year 2000 updates/revisions: Ongoing
Estimated project costs:
Financial partners:
FW-3 Support Bay Scallop Restoration
Year 2000 updates/revisions: Ongoing
Estimated project costs:
Financial partners:
FW-4 Assess the need to investigate the cumulative impacts of power plant entrainment on
fisheries '
. Step 1 of this action calls for TBEP participation in a national effort to address power plant
entrainment issues, An EPA workgroup is assessing environmental impacts associated with
power plants preparatory to regulatory action. EP A will propose a rule to address this matter.
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A pornon of the proposed regulations wj)) address the cumulative impacts of multiple facilities
. in adjoining areas; , . '. ;,' , '
.EP A Region IV has proposed that Tampa Bay be considered' as a case study on the
cumulative impacts of power plants. If this study is approved. a locally. financed study will not
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FW-5 . Continue and expand the Critical Fisheries Monitoring Program
'N/A
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B~ NM
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PORTS system :, N/A .
SP-2Develop detailed spill response. pinos for priority areas
. Updates/revisions:
Estimated pro.ied costs:
Financial partners:
N/A
SP..3 Improve fueling and bilge-pumping practices among recreational boaters
Updates/revisions: . 'NI A
Estimated project costs:
. Financial partners:
"
Public Involvement and Education
Updates/revisions:
Estimated project costs:
Financial partners:
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Goals. Obiectiycs and PQlicies
Utilities
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Stormwater Management Needs Summary
The. following summarizes the Stonnwater Management Sub~Element:
· The City of Clearwater needs to cOntinue to monitor the stonnwater management utility fee rate
~cture and amend it ~ required to remain competitive and maintain an adequate funding source to
provide revenue for flood control. maintenance. retrofitting. and treatment'ofstonnwater. In addition to
the hydraulic improvements. this would improve the quality of stonnwater discharging into surface .
waters, and will complement the measures proposed in the Surface Water Improvement and
Management (SWIM) program and the Tampa Bay National Estuary Program to improve surface
water quality standards.
. The City of Clearwater needs to take advantage of any alternative funding opportunities that may
become available from any State agency with regard to watershed management and/or general
stonnwater improvements.
. The City of.Clearwater needs to continue to reduce flooding problems and strive for abatement of flood
damage to houses and streets,
. The City of Clearwater needs to continue to coordinate stonnwater management improvement efforts
with Pi.nelJas County and other incorporated areas adjacent to Clearwater City limits for both water
quality and attenuation.
. The City of Clearwater needs to continue to maintain, correct deficiencies and improve. where
necessary. current levels of service. Maintenance and improvement of the City stonnwater management
system must be recognized as a service provided by the City on a regular and continuous basis.
. The City of Clearwater needs to continue to prepare stormwater management plans which will identify
and prioritize the implementation of programs to improve and enhance stonnwatcr quality and quantity,
. Natural and man~made wetlands need to be utilized for stonnwater storage and protected as natural
resources. Wetlands provide a natural wildlife habitat and groundwater recharge functions which aTC
pivotal characteristics of the natural and urbanized environment. Such features arc finnly established
within Clearwater's' quality of life values.
. The City of Clearwater must continue to obtain appropriate pennits from all environmental regulatory
agencies prior to implementation of water resource projects.
. The City of Clearwater needs to research and develop new methods that are teclmically.
environmentally, and economically viable of treating stonnwater runoff before final discharge to
improve and enhance local surface waters,
D-13
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. The city needS to proceed' forward in its planning. design and engineering of the proposed. doWntown
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lake will selVe as a basin for stonnwater attenuation and water quality managemen~ as well as
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. 16.
GOAL - PROVIDE TIlE MOST COST EFFECTIVE AND EmCIENT PROVISION OF
STORMW A TER MANAGEMENT INCLUDING THE IMPROVEMENT AND
ENHANCEMENT OF STORMW A TER QUALITY DISCHARGING INTO LOCAL
RECEIVING WATERS, AND PROVIDE MAXIMUM PRACTICAL PROTECTION TO
PERSONS, PROPERTY, AND THE NATURAL ENVIRONMENT.
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16.1 Objective - To maintain adequate levels of service for existing and future populations
througb the year 2010.
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Policies
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16.1 ~ I ,The following Level of Service standards have been established for the City of
Clearwater and shall be used in detennining the availability of facility capacity
and the demand created by new development and shall be applied to all new
development, redevelopment, and for aU City facilities through 20] O.
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Service
Level of Service Standards
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Stonnwater Management
facilities
Design stann
10 - year stann frequency for all new street
development using the rational design method.
25 - year storm frequency with positive outfall for
major storm systems with basin time of
intensities controlling the duration. +
50 - year storm frequency when no outfall and
discharge is to street right-of-way. +
100 - year storm frequency when no outfall and
discharge is across private property..
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· Design standards for stormwater quality treaunentlstorage quantity shall conform to the
. current SWFWMD requirement [presently being the SCS Unit Hydrograph design method,
using the design storm frequency and a twenty-four (24) hour duration for sites ten (10)
acres or more, and the rational design method for sites under ten (10) acres].
Objective -The City of Cleanvater shall continue to develop watershed management
plans which should seek to identifYt evaluate and implement the most cost effective
and cost efficient programs for stormwater management, including stormwater
quantity and quality. These plans should also address any projects included in the
Pinellas County Stormwater Management Plan (SWMP) for the implementation of aU
stormwater management, as well as recommended funding sources.
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Utilities .
Policies
16.2.1. Coordinate and cooperate with appropriate local, State, regionalt and Federal
agencies implementing the Pinellas County and City of Clearwater stormwater
management plans.
16.2.2 Continue to Provide a stormwater management system throughout the City that
will afford the most economically feasible protection to residents and property.
16.2.3 All stonnwater management improvements should seck to meet applicable goals,
guidelines, and regulations established to provide flood protection and pollution
abatement. .
16.2.4 Participate in interlocal agreements to study and evaluate stormwater quality and
stormwatcr runoff management issues.
16.2.5 Coordinate and cooperate with Southwest Florida Water Management District
policies and regulations,
16.2.6 Continue to require new development to detain water on site aud control quantity,
quality, and rate of flow being'released into the receiving drainage systems.
16.3 Objective - Lower highwater profiles during storm events, as necessary, to reduce
. . house flooding occurrences and to lessen the resulting adverse effects on public health,
the natul'al environment, public and private property.
Policies
16.3.1 Continue to provide a program of regular maintenance to the stonnwater
management system to ensure maximum efficiency and performance, Ensure that
stonnwater management plans include measures to remove trash, sedimentation
and "other debris which impede flow and incorPorate structural and non-structural
measures to reduce or eliminate the discharge of oil. grease. heavy metals, and
other suspended particles into the stormwatcr management systems. .
16.3.2 Natural and man-made wetlands shall be considered as a means to provide
stormwater management wherever possible and shall be maintained for hydrologic
purposes. The efficiency of natural and man-made systems to convey stonnwater
runoff shall be protected through the provision of routine water quality
maintenance schedules overseen by city inspections.
16.3.3 Continue to provide multiple use facilities. such as recreational open space uses,
with open channel stormwater management systems, when appropriat~.
16.3.4 Development and redevelopment activities shall comply with all stonnwater
management design standards and criteria.
D-16
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16.3.5 Structural Development shall be p~ohibited where it is dctennined that such
development will have an adverse impact on stonnwater storage areasJ increase
flood prone areas, significantly increase rates of runoff, or cause other unfavorable
drainage conditions. Both man.made and natural systems shall be treated on an
equal basis as a sensitive preservation area~ no distinction shall be made between a
natural syst~ and a man.made or man altered hydrologic system.
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16.3.6 Prohibit new building, development or construction that wiU result in building(s)
constructed withinlor over stonnwater retention/detention ponds. streams or
channels. All wetlands. streams, channels, or other hydrologic features. whether
wetlands, ponds or bodies of water having intrinsic hydrologicJ biologic and
zoological functions with no distinction made in regard to its status to whether it is
man.made or natural shall be considered for a Preservation Land Use Plan
?Iassification to ensure protection from development.
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16.3.7 Continue active participation and cooperation with the National Flood Insurance
Program and the Florida Emergency Ma.nngement Agency for the purpose of
recognizing flood prone areas. and establishing abatement programs that endeavor
toward a reduction in damages and losses due to flooding.
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16.3.8 Continue the established requirement of a twenty-five foot setback from the tops of
a bank from aU wetlands whether natural or man-made, and require finished floor
elevations in areas adjacent to lakes. bays, creeks, the Gulf of Mexico, Tampa Bay
and Old Tampa Bay. and other flood prone areas.
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16. 4 Objective Continue the implementation of the most cost effective and efficient plan to
reduce the occurrence of street flooding where safety issues and traffic problems exist
as prioritized and set forth in the Capital Improvement Element, and listed in the
stormwater management plans.
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obtain proper access to stonnwater management channels. structures and
appurtenances for maintenance purposes.
16.4.2 Improve all street stonnwater management systems where deficiencies exist.
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Management Practices" in accordance with the adopted watershed management
plans.
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Goals. Obiectives and Policies
Utilities
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Policies
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16.5.1 The use of "Best Management Practices" shall be required before, during, and
after construction activities to prevent water pollution resulting from ~rosion and
siltation.
16.5.2 Vegetated swales, sodding, and appropriate landscaping will be required as
. components of the drainage system for natural filtration before final discharge into
receiving waters.
16.5.3 Monitor major stonnwater management outfalls and receiving water bodies to
identify the quality of stonnwater runoff and the impact on receiving bodies. .
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16,.5.4 Maximize water recharge potential in designing stormwater management
improvements by utilizing natural wetland areas for stonnwater storage.
16.5.5 Coordinate stormwater management improvements with other 10c::a1 governments
to assist in solving stolmwater management problems of an extraterritorial nature.
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16.5.6 Continue to Identify impaired bodies of water and prioritize them for improvement
and enhancement.
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16.5.7 Water resource projects shall be consistent with the policies of the Conservation
Element and with adopted watershed management plans.
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16.5.8 All stonnwater management plan projects of the City of Clearwater shall comply
with the Florida Surface Water Improvement and Management (SWIM) program
and the National Estuary Program.
16.5.9 The City of Clearwater shall continue to upgrade and retrofit City-owned drainage
system facilities and include stormwater treatment for water quality in accordance
with the proposed stormwater management plan.
'16. 6 Objective - Continue to Provide sound fiscal management of the storrnwater
management systems to include maintenance, operation, and construction in
accordance with the watershed management plans and concurrent with its
implementation.
Policies
16.6,1. Operation and maintenance of the stonnwater management systems may be
financed through revenues supporting the City's general fund or as otherwise
funded as a utility operation.
D-18
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16.7 Objective - Provide economic development incentives that promote water resource
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, Policies '
16.7.1 ' Methods offinancing stcnnwater management system improvements and new
Stormwater infrastructure cO'lStmction should be evaluated to dctennine the most
feasible and equitable arrangement, both city-wide and in local problem areas.
16,7.2 The City of Clearwater shall continue to seek and be on notice of financial
support for system improvements through grant programs administered by
appropriate State and Federnl agencies.
16.7.3 The City of Clearwater shall pursue a system of regional stomlwater
management which is both economically and environmentally sound.
17.
GOAL - DISCHARGES OF STORMW A TER SHALL BE MANAGED TO PROVIDE
FLOOD PROTECTION FOR THE CITIZENS' OF THE CITY OF CLEARWATER AND
.TO PRESERVE, PROTECT, AND ENHANCE THE WATER QUALITY OF
RECEIVING W A TERBODIES.
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17.1 Objective - The protection, restoration, and enhancement of water quality associated
with stormwater runoff will be considered a function of the City's overall stormwater
management plans.
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17.1,1 The City shall incorporate water quality protection and enhanccmcnt criteria
into the City stonnwatcr management plans,
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management systems. and the protection and improvement of the quality of
receiving waters shall be a goal of the City's stormwater management plans.
17.1.3 Management plans shan continue to be developed on an ongoing basis for
watcrbodies with known or suspected water quality problems in the City to
include Tampa Bay, Cleanvatcr Harbor, Stevenson Creek, Allen's Creek. and
Alligator Creek,
17.1.4 The City shall systematically and timely prepare watershed or waterbody
specific management plans for waterbodies within the City. Such plans shall
include both watcr quality and flood control considerations and recommended
,funding sources.
D-19
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All City stormwater management plan projects withln wawrsheds of The CitY .
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. CITY OF CLEARWATER
Planning & Development Services
100 SOUTH MYRTLE AVENUE, ROOM 210
.. CLEARWATER, Fl33756
PHONE (727) 562-4567 FAX (727) 562-4576
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APPLICATION FOR
SUBSTANTIAL DAMAGEIIMPROVEMENT REVIEW
. 'l;j. Parcel Number:
r, Property Address:
bl Ownefs Name:
;1 CcH)wner's Name:
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Owner's Mailing Address:
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L.l OWner Phone Number:
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Flood Zone:
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__. Lowest Roor Elevation (excluding garage):
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I am attaching an appraisal report of my property. or
I am not submitting an appraisal report of my property
I accept the County's Estimated Market Value.
initials
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1.f't I accept the attached estimated cost of construction as a fair cost of repair or improvement for my home.
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~LEARWATER
One c;~ One Future.
Brian J. Aungst, Mayor-CommIssioner
. Ed Hooper, VIce Mayor-Commissioner Bob Clark, Commissioner
Ed Hart, Commissioner J,B. Johnson, Jr., CommissIoner
REV. 3-99
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SUBSTANTIAL IMPROVEMENT/DAMAGE
NonCE TO PROPERTY OWNERS
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Rebuilding your home 'after the stann?
Adding on. renovating. or remodeling your home?
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Here's information YOU need to know about the 50% Rule,
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Hyour home or business is below the tOO-year flood elevation, Clearwater has flood damage prevention regula. '. .
. lions tbat may affect how you remodel, renovate, or add on to your building, If your home or business sustained h',
. , structural andlor intelior damage, these regulations may affect how you rebuild. These laws are required by the . .
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.' National Flood Insurance Program to protect your lives and investment from future flood damages. Your commu-
. . nity must adopt and enforce these laws in order for federally-backed flood insurance to be made available to ~'\
community residents and property owners.
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Infonn yourself and save time, aggravation, and money. Please read the following information.
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SUBSTANTIAL DA~GE means damage of the origin sustained by a structure whereby the cost of restoring
the s~cture to its before damage condition would equal or exceed 50 percent of the market value or replacement I '
cost of the structure before the ~ge occurred. (Nole: the cost of the repairs must include all costs necessary to fully repair the \ ,
~ to its before-damage condition.)
",:..41
SUBSTANTIAL IMPROVEMENT means any reconstruction, rehabilitation, addition. or other improvement of
a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the Ustart of
consbuction" of the improvement.
~ a building is "substantially damaged" or "substantially improved", it must be brought into compliance with
Clearwater's flood damage prevention regulations, including elevating the building to or above the lOO-year flood
elevation. .
Clearwater. following National Flood Insurance Program requirements, has the responsibility to determine .'sub-
stantial damage" and "substantial improvement" and has implemented the following procedure to do so:
1) Planning & Development Services will estimate Market Value by using the tax assessment value of your
structure (excluding the land).
If you disagree with this estimate of Market Value, you may hire a state licensed appraiser and submit a .,'
comparable property appraisal for the depreciated value of the structure.
2) You must submit to Planning & Development Services a detailed and complete cost estimate for the addition,
remodeling. reconstruction or repair of all the damages sustained by your home, prepared and signed by a
licensed general contractor. The contractor and you must sign separate reconstruction/improvement affidavits
indicating that the cost estimate submitted includes all damages or all improvemeuts to your home, not just ,."
structural.
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Planning & Development Services will evaluate the cost of improvements or repairs and detennine if they are
fair and reasonable. For damage repairs, pre-stonn prices and rates will be utilized. The cost of improvements
or repairs does not include items not considered a permanent part of the structure. (j,e., PJuns, surveys, pennits. \\ J
sidewalks, pools. screens, gazebos, fences, etc.) (See attached copy.)
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, 0 Substantia. trnpronmontlDal1VlQe
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3) If your home is in the designated flood zone, then an Elevation Certificate must be submitted to determine the
lowest flood elevation. Garages and carpons are not considered the Ulowest floor"
4) Substantially damaged or substantially improved structures with the lowest floor below the lOO-year flood
elevations arc required to be elevated to or above that level. Likewise, all electrical and mechanical equipment
(heating and cooling, etc.), bathrooms, and laundry rooms must be elevated to or above the lOO-year flood
levcl~ Only parking, building access, and limited, incidental storage is allowed below the flood level. Non-
residential buildings may be 'll00d-proofed" instead ofbe~g elevated, ' ,
If the lowest floor, electrical and mechanical, equipment, laundry and bathroom are already above the 100-
~ year flood elevation, the building can be repaired and reconstructed without further modifications.
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ki 5) Building planS must be prepared to show how the building is to be elevated. These plans must be prepared and
. certified by a registered professional engineer or architect.. Certificates for this purpose are available from the
Building Official. . .
6) Following a PrCsidential disaster declaration, the Small Business Administration may make loans available for
!'"l . both homes and businesses for purposes of elevating the structure to or above the loo-year flood elevation.
l...J Proof of "substantial damagen from Clearwater Planning & Development Services is required.
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Spread or continuous foundation footings and pilings
Monolithic or other types of concrete slabs
Bearing walls, tie beams and trusses
Wood or reinforced concrete decking or roofmg
Floors and ceilings
Attached decks and porches
Interior partition walls
Exterior wall fmishes (e.g" brick, stucco, or siding) including painting and decorative moldings.
Windows and doors
Reshingling or retiling a roof
Hardware
All interior finisl& elements, including:
TIling, linoleum, stone, or carpet over subflooring
Bathroom tiling and fIXtures
Wall finishes, e.g.. drywall. painting, stucco, plaster, paneling, marble, o~ other decorative finishes.
Kitchen. utility and bathroom cabinets
. Built-in bookcases. cabinets. and furniture
Hardware
All utility and service equipment, including:
HVAC equipment
Repair or reconstruction of plumbing and electrical services
Light fixtures and ceiling fans
Security systems
Built-in kitchen appliances
Central vacuum systems
Water filtration, conditioning or recirculation systems
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ITEM~ .REQUIRED TO DETERMINE
SUBSTANTIAL DAMAGE
APPUCANT MUST SUBMIT THE FOLLOWING (Make sure you have extra copfel (or your files)
.1) Completed application
"." . '2) Detailed Cost of ImprovemcntIReconstruction Estimate and affidavit signed by a general contractor and a
bi copy of his license certificate .
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4) Current photos, or photos before and after the storm (if available)
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Owner's ~onstnictionlimprovement affidavit signed and dated
Contnictor's reconstrUction/improvement affidavit signed and dated
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GUIDELINES TO COMPLETE THE, ATTACHED
RECONSTRUCnONIIMPROVEMENT COST ESTIMATE
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RcconstructionlRepair ... Pcrcen~ge of ilem that must be repaired or reconstructed.
(Example: The home has 20 windows, only 10 were damaged and being replaced; ratio should equal 50%)
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COST
ITEMS ReconIRepalr Official
Ratio of Worle
Labor + Materials Use
Concretet Fonn. ere $4,500.00 40%
Carpentry Material (r) $9tOO4.00 100%
OoorsIWindows, Shutters $2.046.00 50%
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RECONSTRUCTlONIIMPROVEMENT AFFIDAVIT
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P~OPEIITY ADDRESS:
ARCHITECT NAME:
ADDRESS:
LICENSE #:
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. I luive reviewed the co~tractorts list of work to be done with the plans prepared by my office. The list accurately''''
reflects the scoPe of work indicated on my plans and specifications. The proposed estimated cost is in line with jO..~
current ave~ge industry standards for the work reflected in my plans and specifications. . . ~ ;
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ArchitectlEngineer's Signature ;' ';
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STATE OF FLORIDA'
COUNTY OF PINELLAS
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PERS9NALLY APPEARED before me, the undersigned authority,
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and acknowledged that (be) (she) did execute the foregoing Affidavit.
SWORN TO AND SUBSCRIBED before me this
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Notary Public-State of Florida "'.'
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This Con Estimate or Recoll$ttUc:donlJmprovement must be prepared and signed by ,licensed General ConUlCtOr.
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COST
ReconIRepalr OffIcial
ITEMS Ratio of Work
Labor + Materials Use
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Carpentry Material (r~ugh)
Carpentry Labor (rough)
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Insulation & Weather Strip
Exterior Finish (stucco)
Doors~ Windows & Shutters
Lumber Finish
Carpenter labor, finish
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Hardware, (rough)
Cabinets (built-In)
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PJumblng .
Showern"ubfToilet
Electrical
Ught Fixtures
Built-In Appliances
HVAC
Paint
Demolition and Removal
Overhead and Profit
TOTAL
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Contractor Name:
Address:
Signature:
Contractor Lie. #:
Phone #:
Date:
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CONTRACTOR
'RECONSTRUCTIONJIMPROVEMENT AFFIDAVIT
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PARCEL #:
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License #:
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, I attest that I, or a member of my staff, personally inspected the above mentioned propertY and produced the '-_,
attached itemized list of repairst reconstruction andlor remodeling. This list is submitted for a Substantial Dam- : :
age or Improvement Review. These damages/improvements are ALL OF THE DAMAGESIIMPROVEMENTS >,.,
sustained by this structure, and that all additions, improvements, or repairs proposed on the subject building are '''j
included in this estimate. '
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I understand that I am subject to enforcement and penalties if an inspection of the property reveals that I have made t ':
repairs or improvements NOT INCLUDED ON ~ AlTACHED LIST, This includes any non-confonning or f ",
illegal structures/addition. or repairs made to the existing structure without having presented plans for such work.
I understand that any permit issued by the City of Clearwater pursuant to this affidavit does not authorize the r~
reconstruction. repair or maintenance of any illegal additions. fences. sheds or non-confonning uses or structures .,..,.J
on the subject property,
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See Attached Itemized List
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Total Labor and Materials $
Overhead & Profit $
Total Cost
$
STATE OF FLORIDA
COUNTY OF PINELLAS
AFFIDAVIT
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Before me this day personally appeared .
who. being duly sworn. deposes and says that he/she has read, understands, and agrees to comply with all of the ',.,j
aforementioned conditions.
Date:
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Contractorts Signature
Sworn to and subscribed before me this
day of
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Notary Public - State of Florida
My commission expires
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RECONSTRUCTIONIIMPROVEMENT AFFIDAVIT
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I attest that the repairs/reconstruction andlor remodeling list and plans submitted by my contractor for review and
n l~nnitdare complete and include ALL OF TIIE DAMAGES~ROthi~b i1di S prO~Sedl foedr ~s s~cture. The
1St an plans showing all additions, improvement';, or rep31l'S on sung are InC ud In this estimated
construction cost. No other contractor made or will make any repairs, reconstruction, additions or remodel-
n lug which are not Included in the attached list and plans.
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1""1, I understand that I am subject to enforcement and penalties if an inspection of the property reveals that I have made
~J repairs or improvements NOT INCLUDED ON THE ATIACHED LIST. This includes any non-conforming or
illegal structures/addition, or repairs made to the existing structure without having presented plans for such work.
I understand that any permit issued by the City of Clearwater pursuant to this affidavit does not authorize the
c..! reconstruction, repair or maintenance of any illegal additions, fences, sheds or non-conforming uses or structures
on the subject property.
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STATE OF FLORIDA
~l' COUNTYOFPINELLAS . AFFIDAVIT
, '1 Before me this day personally appeared .
who, being duly sworn. deposes and says that he/she has read, understands, and agrees to comply with all of the
aforementioned r.onditions.
.J
Date:
Owner's Signature
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Date:
Co- Owner's Signature
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Sworn to and subscribed before me this
day of
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My commission exprres
Notary Public - State of Florida
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