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Title: Department of Environmental Protection


1
Department of Environmental Protection Division
of Water Resource Management Bureau of Beaches
and Coastal Systems Michael R. Barnett, P.E.,
Bureau Chief Gene Chalecki, P.E., Program
Administrator Todd Walton, Jr., Ph.D., Director,
Beaches and Shores Resource Center
2
Bureau of Beaches and Coastal Systems
Mission To Restore, Protect and Manage
Floridas Coastal System.
Comprehensive Beach Management
Local Government Fiscal Assistance Program
Regulatory ProgramsCCCL JCP
Coastal Engineering Coastal Hydrodynamics,
sediment processes, and geology
Coastal Data Analysis Shoreline Surveying
Monitoring, Special StudiesModeling, GIS
3
Program Authority
Beach Shore Preservation Act Chapter 161,
Florida Statutes Enacted in 1965
4
VALUE OF FLORIDAS BEACHES
  • First line of defense against storms
  • Economic (2003 FAU Report)
  • Protect more than 150 billion in taxable
    property
  • 37.9 billion from tourism
  • 800,000 jobs and
  • over 500 million in sales and use tax revenues
  • Environmental - provide habitat for threatened
    and endangered flora and fauna
  • Recreation

5
Beach/Dune System
A VALUABLE RESOURCE
  • Sand Source Protective Barrier
  • Public Recreation Tourist Revenue
  • Wildlife Habitat

6
VALUE OF FLORIDAS BEACHES
The Legislature finds and declares that the
beaches in this state and the coastal barrier
dunes adjacent to such beaches, by their nature,
are subject to frequent and severe fluctuations
and represent one of the most valuable natural
resources of Florida and that it is in the public
interest to preserve and protect them from
imprudent construction which can jeopardize the
stability of the beach-dune system, accelerate
erosion, provide inadequate protection to upland
structures, endanger adjacent properties, or
interfere with public beach access.
161.053(1)(a), F.S.
7
Regulatory History
  • 1970 Fifty-foot Setback from MHWL
  • 1971 Coastal Construction Setback Line
  • 1981 Legislation to Reestablish CCCL
  • 1985 30 Year Erosion Projection
  • 2002 Florida Building Code
  • 1978 Coastal Construction Control Line
    (Replaces Setback Line)

8
Coastal Construction Control Line Program (CCCL)
  • 161.053(1)(a).coastal construction control
    linessandy beaches fronting the Atlantic, Gulf
    of Mexico or Straits of Florida... to be
    established to define that portion of the
    beach-dune system subject to severe fluctuations
    based on a 100 year storm surge, storm waves, or
    other predictable weather conditions

9
Coastal Construction Control Line Program
The purpose of regulation is to prevent imprudent
construction which can.
  • provide inadequate protection to upland
    structures
  • endanger adjacent properties
  • accelerate erosion
  • Interfere with lateral public beach access
  • jeopardize the stability of the beach and dune
    system.

10
Gulf County Chronology
  • 1975 Original Setback Line Established
  • 1981 Legislative mandate to reestablish any CCCL
    not updated since June 1980
  • 1986 CCCL Adopted
  • 2006 Restudy of CCCL Initiated
  • June 2007 Hold Public Adoption Hearing
  • June 2007 Planned Adoption of Reestablished CCCL

11
Governors Coastal High Hazard Study Committee
  • As a direct result of the severe hurricane
    activity during the 2004 and 2005 seasons the
    Coastal High Hazard Study Committees report
    (dated February 1, 2006) recommended that the DEP
    restudy the CCCLs along identified portions of
    the Florida Panhandle and reestablish the line(s)
    as necessary in order to protect life, property,
    and the beach and dune system.
  • A comprehensive engineering study was conducted
    in Gulf County resulting in a recommendation for
    the re-location of the CCCL for portions of the
    St. Joseph Peninsula.

12
Coastal Construction Control Line Reestablishment
Process
  • CCCLs are established on a county by county
    basis
  • The study process results in three reports
  • Storm Surge Model Study
  • CCCL Study
  • A Statement of Estimated Regulatory Cost (SERC)
    of the proposed movement of the CCCL.

13
Critically Eroded
  • Segment of shoreline
  • Natural processes or human activity
  • Threatened or lost
  • Upland development, recreational interests,
    wildlife habitat, or important cultural resources

14
Data Collection
15
  • Gulf County
  • Stump Hole (Cape San Blas)

Range 106 000
July 12, 2005
May 7, 2005
16
Gulf County Photo Date 7/12/05
17
  • Gulf County
  • St. Joseph Peninsula

Range 83 500
July 12, 2005
May 7, 2005
18
Pre Post-Ivan Gulf County R-96
9/17/04
9/11/04
19
Coastal Construction Control Line Regulatory
Program
The Coastal Construction Control Line (CCCL) is a
line of jurisdiction and not a setback line
20
Coastal Construction Control Line Regulatory
Program
Gene Chalecki, P.E., Program Administrator
21
Coastal Construction Control Line
  • What is it?
  • Line of jurisdiction for CCCL regulatory program
  • Defines portion of beach-dune system subject to
    severe fluctuations associated with a 100-yr.
    storm surge
  • Only on sandy beaches
  • Established by Rule (Chapter 62B-26, F.A.C.)

22
What Counties Have a CCCL?
23
Gulf County CCCL Facts
  • Since 1986, 375 CCCL administrative permits and
    600 plus field permits issued.
  • The proposed relocation of the CCCL affects
    approximately 125 properties on the St. Joseph
    Peninsula.

24
Rule 62B-33, F.A.C.
  • Regulates construction seaward of the CCCL
    requires siting and other design considerations
    that provide for
  • Protection of the beach and dune system
  • Protection of structures
  • Protection of adjacent property
  • Preservation of public beach access
  • Protection of nesting sea turtles, hatchlings,
    and their habitat

25
Regulatory Principles
  • Maintain adequate setback from beach and dune
  • Elevate buildings atop pile foundations

26
Florida Building Code
  • Effective March 1, 2002, local building
    departments enforce the building design standards
    of the CCCL program.
  • Building design standards for habitable
    structures sited seaward of the CCCL are
    contained in Chapter 31 (Special Construction),
    s. 3109 of the code.
  • DEP enforces the environmental provisions of the
    CCCL Program, therefore, a DEP environmental
    permit is required for proposed activities
    seaward of the CCCL.

27
Types of CCCL Permits Issued
  • Administrative Permits
  • Field Permits
  • General Permits
  • Areawide Permits

28
Administrative Permits
Examples single and multifamily dwellings,
swimming pools, coastal armoring, etc.
29
Siting and Design Considerations
  • Provide adequate setback between development and
    dune system
  • Site major structures landward of the 30 year
    erosion projection
  • Limit excavation and minimize removal of dune
    stabilizing vegetation
  • Construction should not cause impacts to adjacent
    properties
  • Avoid Take of Marine Turtle Nesting Habitat
  • Minor Impacts - Minimize
  • Adverse Impacts - Minimize and Mitigate
  • Rebuilding - Seek Net Improvement
  • Significant Adverse Impacts - Deny Application

30
Coastal Construction Control Line Regulation
Coastal Construction Control Line Jurisdictional
Limits
30 Year Erosion Projection
Seasonal High Water Line
MHWL
Limit of 100 Year Storm Effects (Erosion or 3
Foot Wave)
Predicted 30 Year Erosion
31
Application Procedure for Administrative Permits
Allows for..
  • 62B-33.008 Permit Application Requirements
  • 30 days for completeness review in which DEP may
    request additional information
  • 90 days after completeness date to issue a final
    order

32
Field Permits
Issued by the local field inspector for minor
activities within their delegation.
Examples dune walkovers, decks, storage sheds,
privacy walls, driveways, etc.
Field Representative for Gulf County is Bill
Fokes. 1-877-314-1329 Permit Manager for Gulf
County is Valerie Jones 1-850-921-7849
33
Exemptions are granted for...
  • Grandfathering - Existing structures or
    structures under construction at the time of the
    CCCL reestablishment.
  • Improvements to existing structures which remain
    with the existing foundation limits and do not
    include foundation work. Example Second
    floor addition
  • Activities which are determined not to cause
    measurable interference or adverse impact to
    coastal system. Examples of these types of
    activities include minor maintenance of bulkheads
    and seawalls and repairs to swimming pools.

34
Challenges
  • Protect and enhance the beach and dune system.
  • Make buildings more resistant to flooding and
    coastal storms.
  • Manage the development and redevelopment of land
    in hazardous areas.

35
Coastal Construction Control Line Reestablishment
Scientific Studies for Gulf County
36
Scientific Studies for Reestablishmentof Gulf
County Coastal Construction Control Line
Todd Walton, Jr., Ph.D., Director Beaches and
Shores Resource Center
37
Recent Storm Impact/Damage
  • Hurricane Kate 1985
  • Hurricane Elena 1985
  • Hurricane Opal -1995
  • Hurricane Earl 1998
  • Hurricane Ivan 2004
  • Hurricane Dennis - 2005

38
Hurricane Ivan
Hurricane Ivan made initial landfall just west of
the Florida Panhandle Coast (Source NOAA / NCEP
/ Tropical Prediction Center).
39
Sand loss and collapse of floor beneath habitable
structure on St. Joseph Peninsula at R83 (500).
40
Major dune erosion at habitable structures on the
beach on St. Joseph Peninsula at R90 (300).
41
Eroded dune bluff structural damage at R99 St.
Joseph Peninsula
42
Aerial view of above destroyed house on St.
Joseph Peninsula at R100 (450)
43
Destroyed single-family dwelling on St. Joseph
Peninsula at R101 (-400)
44
Aerial view of above destroyed house St. Joseph
Peninsula at R101 (-400).
45
Revetted County Road 30E at Stump Hole on St.
Joseph Peninsula at R105. (Note The road was
substantially seaward of the shoreline prior to
Ivan).
46
Old Coast Guard barracks after Ivan at R110
(-250) (Note the building was located
substantially seaward of the shoreline into the
Gulf waters prior to Ivan).
47
Objective of theCoastal Construction Control Line
  • To define the impact zone of a 100-yr. frequency
    storm event.
  • That portion of the beach-dune system which is
    subject to severe fluctuations based on a
    100-year storm surge, storm waves, or other
    predictable weather conditions.

48
Scientific Procedure
  • Collect Data required for study
  • Define characteristics of 100-year frequency
    design storm
  • Use time-tested models and theory to assess dune
    erosion limit and limit of 3 ft wave

49
CCCL Data and Site Information Collection by the
Departments Bureau of Beaches and Coastal
Systems(assistance from FSU-BSRC)
  • Hydrographic and Topo Survey at FDEP Range Lines
  • Aerial photography collected
  • LIDAR data collection (USACE, Contractor)
  • Site data for wave transmission calculations
  • QA/QC of survey, LIDAR data and production of
    survey data files at FDEP

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LIDAR Imaging
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Coastal Construction Control Line Study
Components by FSU-BSRC
  • Storm Surge Study
  • Dune Erosion Study (erosion limits)
  • Wave Transformation (3ft wave limit)
  • Historical Erosion Rate Considerations
  • Site Recon
  • Development of Reports, Recommendations

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59
COMBINED TOTAL STORM TIDE FREQUENCY RESTUDY
FOR GULF COUNTY, FLORIDA

By
S. Y. Wang
M.
Manausa
R. G. Dean
T. L. Walton
Sponsored by
Florida Department of Environmental Protection,
Bureau of Beaches and Coastal
Systems
Submitted by Beaches and Shores Resource
Center Institute of Science and Public
Affairs Florida State University
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Gulf County Hurricane Tracks
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2D Depth Integrated FD
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Calibration
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Storm Surge Simulation
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100 year return period --------------------------
------------------------------- 1 chance of
occurrence of astorm equal to or greater than
the 100 year storm (every year)
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Erosion Modeling and Wave Transformation
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3 Ft Wave Criteria for Building Damage
Reference Guidelines for Identifying Coastal
High Hazard Zones, Appendix B FEMA Report
prepared by Corps of Engineers, Galveston
District, 1975
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89
National Academy of Sciences, 1977.
"Methodology for Calculating Wave Action Effects
Associated with Storm Surges," National Academy
of Sciences, Washington D.C.
where Cd drag
coefficient for the obstructing elements (of
order unity) d mean depth of water for the
vegetated region h mean wetted height of
obstructing elements D mean effective
diameter of obstructing elements b
mean horizontal spacing of obstructing elements
w width of vegetated zone,
measured along the direction of wave propagation
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Historical Shoreline Recession and Erosion
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R105
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R108
96
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106
Thank You
  • For more information, please see our web site
  • http//www.dep.state.fl.us/beaches/
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