|
A
B
Best
Management Practices
FEMA BMP
C
Coastal Barrier Resource System
Map Panel Information – National Flood Insurance
is NOT available to these special vulnerable areas.
Sites
in Sarasota County
Coastal Erosion –
Coastal flooding and erosion are serious problems along much of
the nation’s coasts, although the frequency and magnitude of
flooding and the severity of the erosion vary considerably as a
result from storm surges and
wave actions.
Community Rating System Program –
The National Flood Insurance Program's (NFIP) Community Rating
System (CRS) is a voluntary incentive program that recognizes
and encourages community floodplain management activities that
exceed the minimum NFIP requirements.
Community Rating System
Communities in Florida

D
E
Emergency Plan,
Flood-Family Plan
–
preparations before, during, and after a flood.
FLASH Floods: Family Disaster Plan
Floods: Assembling a Disaster Kit
Evacuation Zones and Shelters
Evacuation Shelters and Maps
F
Facilitate accurate
insurance rating
See
Sarasota County Elevation Certificates; and
for retired Flood Insurance Rate Maps and Compliance issues
contact Martin Duran, CFM, Planning and Development Services at
941-861-5000
FEMA Flood Maps
Flood insurance Rate Maps on-line, at
www.msc.fema.gov,
or at main
libraries in Sarasota County; at both
North
and South County building permit offices; or
contact your property insurance carrier.
Federal Flood Map Update Project in Unincorporated and
Incorporated Sarasota County
Federal Flood Mitigation
Grant information
–
visit the
FEMA
Library - Hazard Mitigation Assistance (HMA) Grant Programs Fact
Sheet,
or call your CRS Coordinator at 941.861.5000
Flash Flooding is
a type of
riverine flooding.
“Flash
flood” is a term widely used by flood experts and the
general population. The National
Weather Service
defines a flash flood as “A rapid and extreme flow of high
water into a normally dry area, or a rapid rise in a stream or
creek above a predetermined flood level, beginning within six
hours of the causative event (e.g., intense rainfall, dam
failure, ice jam). However, the actual time threshold may vary
in different parts of the country. Ongoing flooding can
intensify to flash flooding in cases where intense rainfall
results in a rapid surge of rising flood waters.”
Flash floods are
also characterized by a rapid rise in water, high velocities,
and large amounts of debris. Major factors in flash flooding are
the intensity and duration of rainfall and the steepness of
watershed and stream gradients. Flash flooding occurs in all 50
states, most commonly in steeply sloping valleys in mountainous
areas, but can also occur along small waterways in urban
environments. Dam failure, release of ice jams, and collapse of
debris dams also can cause flash
floods.[2]
Flood Damage Protection Ordinance
Ordinance No. 2009-60

Flood History
|
1948 |
Aerial of Sarasota County
– What our topography looked like in 1948. |
|
1950 |
Hurricane
Easy
– September 5
Remains the largest 24 hour rainfall
total on record for the state of Florida, in
Yankeetown at 38.7 inches in 24 hours.
Sarasota County Flood Losses.
First landfall, 140 miles north of Sarasota
in Cedar Key, FL
Second and final landfall, after
making a loop was Homosassa Springs |
|
1962 |
Flood
Event
–
September 20-21
Average rainfall
recorded in six counties was 10 inches over 5,000
square miles.
Greatest damages occurred in Sarasota
County 58 acres of residential area; 60,000 acres of
ranchland; 7,900 acres of improved pastures and
10,700 of woodlands sustained damages.
Total $2.3M
in damages; one death, 1,000 residences flooded;
between 10,000 to 15,000 persons directly impacted.
Full report and photos
|
|
1982 |
Subtropical Storm One – June 17-18
Landfall at Springhill, FL
approximately 100 miles north
of Sarasota.
Approximately six inches of rainfall, storm
surge and wave action.
NFIP flood
claims in 2008 dollars: $2.02M
1982 Florida subtropical storm
|
|
1985 |
Hurricane Elena
– September 1
Landfall 100 miles south of
Apalachicola, FL. approx 300
miles north of Sarasota.
Approx. three inches of
rainfall, storm surge/wave action –
NFIP flood claims
in 2008 dollars: $2.23M |
|
1988 |
Tropical Storm Keith – November 23
Landfall Sarasota County at 65 m.p.h.
one to three inches of
rainfall, storm surge/wave action.
NFIP claims paid in 2008 dollars:
$1.21M |
|
1992 |
Tropical
Depression One
– June 23
Sarasota and Manatee Counties
excess of 20 inches of rainfall
NFIP claims paid in 2008 dollars $7.94M |
|
1995 |
Tropical Storm
Dean
– July 18
9-11 inches rainfall. Landfall in Texas.
NFIP
Claims paid 2008 $2.20M |
|
1996 |
Tropical Storm Josephine
–
October 4-8
The origin of Josephine did not appear to be
directly related to a tropical wave but stalled
over the southwestern Gulf of Mexico and made
landfall in the eastern Appalachee Bay Florida
as a 60-knot tropical storm.
Sarasota County NFIP Flood Claims Paid
$894,844.45 |
|
1997 |
November 14 – un-named
storm.
No national reports.
10 inches of rainfall
in Sarasota County.
NFIP claims paid in 2008
dollars: $3.58M |
|
2001 |
Hurricane
Gabrielle – September 14
Landfall Venice, FL at 70 mph downgraded
to storm.
5-10 inches of rainfall, storm
surge/wave action.
NFIP claim paid in 2008 dollars:
$2.95M |
|
2003 |
Storms April through
July
– June 23
8-10 inches of rainfall.
Myakka
River received
most from north-overbanks and floods out 41
residences.
Waters do not receed for over 30 days. Some heights of water recorded at 18 ft.
NFIP
claims paid in 2008 dollars: $3.06M |
|
2004 |
Hurricane Charley
– Aug 13
Landfall Punta Gorda, FL
Hurricane Frances
– Sept 6
Landfall
Hutchinson Island, FL .
Three to seven inches of rainfall.
NFIP in 2008 dollars paid: $.34M.
Hurricane Ivan – Sept 16
Landfall Gulf
Shores, AL.
Hurricane Jeanne
– Sept
25
Landfall 2
miles of south of Hutchinson Island, FL. |
Floodplain Management Plan – available on
Sarasota County Emergency Services
Sarasota County floodplain management plan 2009 Update
G
Grant Mitigation Assistance – see the
federal
flood mitigation grant fact sheet
FEMA Hazard Mitigation Assistance (HMA) Grant Programs Fact
Sheet
More information is
available at
FEMA
Hazard Mitigation Assistance Programs
and
FEMA Flood Mitigation Assistance (FMA) Program
H
I
J
K
L
Local Mitigation Strategy Plan
–
see
Sarasota County Emergency
Services:
Local Mitigation Strategy
Documents
Level of Service for Structure and Street
Flooding

M
N
National Flood Insurance Program – Sarasota
County adopted regulations in 1971 and received the first Flood
Risks Maps in 1972.
FEMA NFIP
FloodSmart.gov
NFIP Reform Congress has requested reform –
review the three phases of progress
O
Overbank Flooding
One of the common types of Riverine Flooding.
Overbank flooding of rivers and streams – the increase in volume
of water within a river channel and the overflow of water from
the channel onto the adjacent floodplain – represents the
classic flooding event that most people associate with the term
“flood.” In fact, this is also the most common type of flood
event. Hundreds of riverine floods, great and small, occur
annually in the United States.
P
Prepare a Plan –
Be prepared before a flood, during a flood and after a flood
Federal Alliance for Safe Homes
Promote awareness of flood insurance –
Contact your Community Rating System Coordinator at 941-861-5000
or email
Floodmapupdates@scgov.net
for speakers or other outreach activities scheduled.
Beginning in March 2011 through October 2012, staff will be
available for two hours each at the following libraries: Elsie
Quirk; Fruitville, Jacaranda, North Port and Selby.
Q
R
Rainfall, Real-time and historical data
-
Sarasota
County has fifty-four Automated Rain Monitoring Sensors (ARMS)
strategically located in Sarasota County.
This real-time and historical data can be viewed on-line:
Automated Rain Monitoring Sensors (ARMS)
Reduce Flood Losses
best management practices in Sarasota County include but are not
limited to land development regulations, flood damage protection
ordinance,
grant mitigation assistance
for individuals, public outreach and education.
Riverine
flooding
and types defined.
The dynamics of riverine flooding vary with terrain. In
relatively flat areas, like Sarasota County, land may stay
covered with shallow, slow-moving floodwater for days or even
weeks. In 2001, for example, the lower Myakka River in the
Venice area rose to heights of about 18 feet and took 30 days to
completely receed. The short notice, large depths, and high
velocities of flash floods make these types of floods
particularly dangerous. Riverine
floodplains range from narrow, confined channels (as in steep
river valleys in hilly and mountainous areas) to wide, flat
areas (as in much of the Midwest and in many coastal areas). In
the steep narrow valleys, flooding usually occurs quickly and is
of short duration, but is likely to be rapid and deep. In
relatively flat floodplains, areas may remain inundated for days
or even weeks, but floodwaters are typically slow-moving and
shallow. Along major rivers with very large drainage
basins, the timing and elevations of flood peaks can be
predicted far in advance and with considerable accuracy. In very
small basins, flooding may be more difficult to predict to
provide useful warning time. Generally, the smaller the drainage
basin, the more difficult it is to forecast the flood. For more
local information about drainage basins see Watershed
Management Planning.
S
Shallow Flooding –
Areas of known flooding that pond one to three feet depicted on
a Flood Insurance Rate Map (FIRM) as AH Zone or a sheet flow
depicted on a Flood Insurance Rate Map as AO and measurable
flooding depths of one to three feet.
Greater
population density generally increases the amount of impervious
area, e.g., pavement and buildings. This reduction in the amount
of natural ground that can absorb rainfall results in an
increase in the amount of surface runoff generated.
Uncontrolled, this runoff may be channeled to areas that cause
flooding of structures and roadways. This may be especially true
where the predevelopment land surface had a gently sloping
surface with no defined channels. Such areas are subject to
shallow sheet flooding during storms, but urbanization and other
development speeds the accumulation of floodwater.
Stormwater Environmental Utility
Sarasota County Stormwater Environmental Utility
Storm Surge
is
the increase in water surface elevation above normal tide levels
due primarily to low barometric pressure and the piling up of
waters in coastal areas as a result of wind action over a long
stretch of open water. The low pressure inside a storm or
hurricane’s eye creates suction like a straw, creating a dome of
water near the center of the storm. In the deep ocean, this dome
of water sinks and harmlessly flows away. But as a storm nears
land, strong winds in the storm push this dome of water toward
the shore, the rising sea floor blocks the water’s escape and it
comes a shore as deadly storm surge. An
intense hurricane can send a dome of water many miles wide and
more than 25 feet deep barreling toward the shore as the storm
hits land. Depending upon local topography, a storm surge may
inundate only a small area (such as along sections of the
Northeast and Northwest coasts) or may inundate coastal lands
for a mile or more inland from the shoreline (as in many areas
of the south Atlantic and Gulf coasts). Storm surge is usually
estimated by subtracting the regular/astrological tide level
from the observed storm tide. Typical storm surge heights range
from several feet to more than 25 feet. The exact height of the
storm surge and which coastal areas will be flooded depends on
many factors, including the strength, intensity and speed of the
hurricane or storm; the direction it is moving relative to the
shoreline; how rapidly the sea floor is sloping along the shore;
the shape of the shoreline, and the astronomical tide. In
general, storm surge is most damaging when it occurs along a
shallow sloped shoreline, during high tide, in a highly
populated and developed area with little or no natural buffers,
such as barrier islands, coral reefs and coastal vegetation.
Storm surge is also most damaging in the storm’s right front
quadrant because the storm, its winds and ocean waves are all
moving in an onshore direction due to the counter-clockwise
rotation of hurricanes in the Northern Hemisphere. In contrast,
to the left of the eye, ocean waves and sea-level rise are
moving toward the shore, but the winds are blowing in an
offshore direction, thru counteracting or moderating some of the
effects of the storm surge. Storm surge causes sea levels to
rise for a relatively short period of time (typically four to
eight hours, though some areas may take much longer to recede to
their pre-storm levels) – often resulting in extensive coastal
flooding that can weaken or destroy coastal structures. By
temporarily raising sea level, storm surge permits “dangerous
and battering waves” and floating debris to access coastal areas
and structures never conceived of nor built to withstand the
punishing effects of ocean waves. It is these battering waves
that cause most beach erosion and extensive damage to coastal
structures such as buildings, roadways, bridges, marinas, piers,
boardwalks, and sea walls.

In addition to
storm surge, wave action is an important aspect of
coastal storms. Breaking waves at the shoreline become very
destructive, causing damages to natural and manmade structures
by hydrodynamic pressure, battering solid objects and scouring
sand from around foundations. Components of wave action include
wave set-up and wave run-up. Wave set-up is the super
elevation of the water surface over normal surge elevation and
is caused by onshore mass transport of the water by wave action
alone. Wave run-up is the action of a wave after it
breaks and the water “runs up” the shoreline or other obstacle,
flooding areas not reached by the storm surge
itself. Where vertical obstructions such as seawalls are
present, wave run-up is translated into upward movement of the
water. As waves move toward the shore, they encounter several
obstacles. The first obstacle is the sloping bottom near the
shoreline. When waves reach a water depth equal to about 1.3
times the wave height, the wave breaks. Breaking waves dissipate
their energy by generating turbulence in the water and by
transporting sediment lifted off the bottom and tossed around by
the turbulent water. As the turbulent water travels forward, it
expends most of its remaining energy as it rushed up the beach
slope. The beach adjusts to changes in wave energy by changing
its profile. Beach material is moved either seaward, creating an
offshore berm, or landward, building up the beach. The beach is
constantly adjusting to both wave energy and water level.
Offshore berms built up by the natural action of waves serve to
protect the beach from most storm waves. When major storms
generate larger waves, the berm may be eroded and berm material
carried offshore. With the protective value of the berm removed,
large waves can overtop the beach. In severe storms such as
hurricanes 50- to 100-foot wide dunes may disappear in only a
few hours. Although the dunes and beach may eventually recover
to their previous conditions, the process may require many
years. While hurricanes are the most violent type of storm and
receive the most attention, serious flooding and erosion
problems are also caused by other coastal storms. In the
Atlantic, extratropical storms that develop in mid-latitudes in
the fall, winter and spring occur much more frequently than
tropical hurricanes, and may be more than 1,000 miles in
diameter, much larger than a tropical hurricane. Although
maximum winds are of lower velocity than tropical hurricane
winds (75 miles/hr. or greater), some wind gusts of hurricane
velocity may occur with extratropical storms. Extratropical
storms that occur along the northern part of the east coast of
the United States, accompanied by strong winds blowing from the
northeast quadrant, are called northeasters. They may stall off
the coast of the North Atlantic states and produce high tides
that persist for several days.
Subsidence
is
a type of ground failure that can lower the ground surface,
causing or increasing flood damage in areas of high ground
water, tides, storm surges or over bank stream flow. Subsidence
occurs in nearly all the states. Ground failure due to
subsidence can result in increased flood damages for two main
reasons. If the land surface is lowered it may be more
frequently or more deeply flooded. In addition, subsidence can
block or otherwise alter drainage patterns leading to deeper or
unexpected flooding. Subsidence is the result of both natural
processes and human activities. Natural causes include solution
(karts topography), consolidation of subsurface materials (such
as wetlands soils), and movements in the earth’s crust. Human
activities, which accelerate the natural processes leading to
subsidence, include mining, inadequate compaction of fill
material during construction, and withdrawal of oil or water
from subsurface deposits. Baytown, Texas, near Houston, is a
classic example of a local flood problems greatly aggravated by
subsidence resulting from the latter situation.
Surface Water Runoff - When rainfall reaches the Earth’s surface, water evaporates,
infiltrates into the soil, or runs over the surface. The kinds
of ground cover greatly influence the proportions of each of
these actions. In various types of communities, and within
communities, there are different cover types. For example, an
urban area, like a city, might have these cover types:
-
Open space (lawns, golf courses, parks) generally
covered with grass
-
Streets and roads
-
Paved parking lots, shopping centers
-
Houses and residential areas
-
Offices and business areas
If the
rainfall intensity exceeds the evaporation rate and infiltration
capacity of the soil, surface runoff occurs. It also
occurs when rainfall falls on impervious surfaces, such as
roadways and other paved areas. Water flows across the surface
as either confined or unconfined flow. Unconfined flow moves in
broad sheets of water often causing sheet erosion. It can also
pick up and adsorb or carry contaminants from the surface. Water
that flows along the surface may become trapped in depressions.
Here water may either evaporate back into the air, infiltrate
into the ground, or spill out of the depression as it fills. If
local drainage conditions are inadequate to accommodate rainfall
through a combination of evaporation, infiltration into the
ground, and surface runoff, accumulation of water in certain
areas may cause localized flooding problems. Alternately, the
sheet flow may reach a natural or constructed water conveyance
system such as a swale, channel, or conduit. Water is conveyed
to larger drainage systems such as creeks, streams and rivers.
During winter and spring, accumulation of snow may increase
water runoff generated by both precipitation and snowmelt.
Flooding problems resulting from runoff of surface water
generally increase as areas become more urbanized. Greater
population density generally increases the amount of impervious
area, e.g., pavement and buildings. This reduction in the amount
of natural ground that can absorb rainfall results in an
increase in the amount of surface runoff generated.
Uncontrolled, this runoff may be channeled to areas that cause
flooding of structures and roadways. This may be especially true
where the predevelopment land surface had a gently sloping
surface with no defined channels. Such areas are subject to
shallow sheet flooding during storms, but urbanization and other
development speeds the accumulation of floodwater. When surface
water runoff introduced into streams and rivers exceeds the
capacity of the natural or constructed channels to accommodate
the flow, water overflows the stream banks, spilling out into
adjacent low lying areas.
Riverine flooding occurs as a
consequence.
Southwest Florida Water Management
District Floodplain Map Viewer
WaterMatters.org
T
Turn Around Don’t Drown –
Watch this
video on the
dangers of flash flooding and driving
Turn Around Don’t Drown
U
Urban Drainage
In
an undeveloped area, the water runoff system is provided
by nature. Some of the water remains where it falls, and
evaporates; some is absorbed into the ground near the
surface, and feeds trees and plants; some percolates
deeply into the ground, and replenishes the groundwater
supply. The remainder gradually or quickly collects into
rivulets, accumulating both in quantity and speed as it
hurries down the watershed through drainageways and
streams to its ultimate destination – the river and then
the sea, to begin the cycle again. Even where
urbanization has not occurred, nature’s inability to
accommodate severe storms without significant damage is
quite apparent. The natural drainage systems in an
undeveloped area are not static in design, but are
constantly changing. Streams change course, banks erode,
vegetation and soil permeability change with seasons,
water bodies fill with sediment and disappear. The
stripping of vegetation and ground cover by fire may
change an entire system, forcing new natural
accommodations throughout the system. Urbanization has
required
new
drainage systems
because man was unwilling to suffer inconvenience caused
by increased or previously un-experienced surface water
runoff where it could be avoided. The basic philosophy
of urban
drainage
has typically
been to seek maximum convenience at an individual site
by the most rapid possible elimination of excess surface
water after a rainfall and the containment and disposal
of that water as quickly as possible through a closed
conveyance system. This has meant that no matter how
large the rainfall or its duration, the drainage system
is expected to remove runoff as quickly as possible. The
cumulative effects of such an approach has been a major
cause of increased frequency of downstream flooding,
often accomplished by diminishing groundwater supplies,
as direct results of urbanization; or have necessitated
development of downstream measures to prevent flood
damage. Controlling and regulating urban runoff is
called “stormwater
management.”
It is typically conducted on a street by street, even a
building by building, basis. Urban drainage (stormwater)
management is comprised of both natural and man-made
elements. The stormwater runoff system has two purposes:
1) the control of stormwater runoff to prevent or
minimize damage to property and physical injury and loss
of life which may occur during or after a very
infrequent or unusual storm; and 2) the control of
stormwater to eliminate or minimize inconvenience or
disruption of activity as a result of runoff from more
frequently occurring, less significant storms.
V
W
X
Y
Z
Notes
1
National Weather Service Manual 10-950, April 26,
2006
|