DUVAL COUNTY, FLORIDA (ALL JURISDICTIONS)
Volume 3 of 6
COMMUNITY NAME COMMUNITY NUMBER ATLANTIC BEACH, CITY OF 120075 *BALDWIN, TOWN OF 120076 JACKSONVILLE BEACH, CITY OF 120078 JACKSONVILLE, CITY OF 120077 NEPTUNE BEACH, CITY OF 120079
* NO SPECIAL FLOOD HAZARD AREAS IDENTIFIED
Effective: June 3, 2013 Federal Emergency Management Agency
FLOOD INSURANCE STUDY NUMBER 12031CV003A Duval County, Florida (All Jurisdictions)
NOTICE TO FLOOD INSURANCE STUDY USERS
Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data.
The Federal Emergency Management Agency (FEMA) may revise and republish part or all of this Preliminary FIS report at any time. In addition, FEMA may revise part of this FIS report by the Letter of Map Revision (LOMR) process, which does not involve republication or redistribution of the FIS report. Therefore, users should consult community officials and check the Community Map Repository to obtain the most current FIS components. Selected Flood Insurance Rate Map panels for this community contain the most current information that was previously shown separately on the corresponding Flood Boundary and Floodway Map panels (e.g., floodways and cross sections). In addition, former flood hazard zone designations have been changed as follows.
Old Zone(s) New Zone
A1 through A30 AE B X (shaded) C X
Initial Countywide FIS Effective Date: June 3, 2013
TABLE OF CONTENTS – VOLUME 1 Page
1.0 INTRODUCTION 1 1.1 Purpose of Study 1 1.2 Authority and Acknowledgments 1 1.3 Coordination 3
2.0 AREA STUDIED 4 2.1 Scope of Study 4 2.2 Community Description 29 2.3 Principal Flood Problems 30 2.4 Flood Protection Measures 31
3.0 ENGINEERING METHODS 31 3.1 Hydrologic Analyses 31 3.2 Hydraulic Analyses 98
Page
TABLES
Table 1 – CCO Meeting Dates for Precountywide FISs 4
Table 2 – Flooding Sources Studied by Detailed Methods 5
Table 3 – Scope of Revision 5
Table 4 - Letters of Map Change 26
Table 5 – Precountywide Summary of Discharges 32
Table 6 – Revised Summary of Discharges 33
TABLE OF CONTENTS – VOLUME 2 Page
3.3 Coastal Analyses 105 3.4 Vertical Datum 122
i TABLE OF CONTENTS – VOLUME 2 - continued
4.0 FLOODPLAIN MANAGEMENT APPLICATIONS 123 4.1 Floodplain Boundaries 123 4.2 Floodways 124
Page FIGURES
Figure 1 – Transect Location Map 112 Figure 2 – Transect Schematic 122 Figure 3 – Floodway Schematic 125
Page TABLES
Table 7 – Precountywide Manning’s “n” Values 99
Table 8 – Revised Manning’s “n” Values 100
Table 9 – Parameter Values for Surge Elevations - Entering 107
Table 10 – Parameter Values for Surge Elevations - Alongshore 108
Table 11 – Parameter Values for Surge Elevations - Exiting 108
Table 12 – Coastal Data 113
Table 13 – Floodway Data 126
TABLE OF CONTENTS – VOLUME 3
5.0 INSURANCE APPLICATIONS 216
6.0 FLOOD INSURANCE RATE MAP 217
7.0 OTHER STUDIES 219
8.0 LOCATION OF DATA 219
9.0 BIBLIOGRAPHY AND REFERENCES 219
ii TABLE OF CONTENTS – VOLUME 3 - continued Page
TABLES
Table 14 – Community Map History 218
EXHIBITS
Exhibit 1 - Flood Profiles
Big Davis Creek Panels 01P – 02P Big Fishweir Creek Panel 03P Big Fishweir Creek Tributary 1 Panel 04P Bigelow Branch Panel 05P Blockhouse Creek Panels 06P – 07P Bonett Branch Panel 08P Box Branch Panels 09P – 10P Box Branch Tributary 1 Panel 11P Butcher Pen Creek Panel 12P Caldwell Branch Panels 13P - 14P Caldwell Branch Tributary 1 Panel 15P Caldwell Branch Tributary 2 Panel 16P Caney Branch Panel 17P Cedar Creek Panels 18P – 21P Cedar Creek Tributary 2 Panel 22P Cedar Creek Tributary 6 Panel 23P Cedar Creek Tributary 7 Panel 24P Cedar Creek Tributary 8 Panel 25P Cedar River Panels 26P – 28P Cedar River Tributary 1 Panel 29P Cedar River Tributary 12 Panel 30P Cedar River Tributary 13 Panel 31P Cedar River Tributary 14 Panel 32P Cedar River Tributary 15 Panel 33P Cedar River Tributary 16 Panel 34P Cedar River Tributary 17 Panel 35P Cedar River Tributary 19 Panel 36P Cedar Swamp Creek Panels 37P – 39P Cedar Swamp Creek Tributary 1 Panel 40P Cedar Swamp Creek Tributary 2 Panel 41P Christopher Creek Panel 42P Christopher Creek Tributary 1 Panel 43P Cormorant Branch Panels 44P – 45P Craig Creek Panel 46P Deep Bottom Creek Panel 47P
iii TABLE OF CONTENTS – VOLUME 3 - continued
Exhibit 1 - Flood Profiles
Deep Bottom Creek Tributary 1 Panel 48P Deer Creek Panel 49P Dunn Creek Panels 50P – 53P Dunn Creek Tributary 1 Panel 54P Dunn Creek Tributary 2 Panel 55P Dunn Creek Tributary 3 Panel 56P Durbin Creek Panels 57P – 58P Durbin Creek Tributary 1 Panel 59P East Branch Panel 60P East Branch Tributary 1 Panel 61P Fishing Creek Panels 62P – 63P Fishing Creek Tributary 1 Panel 64P Ginhouse Creek Panels 65P – 66P Goodbys Creek Panels 67P – 68P Goodbys Creek Tributary 1 Panel 69P Goodbys Creek Tributary 2 Panel 70P Goodbys Creek Tributary 3 Panel 71P Goodbys Creek Tributary 4 Panel 72P Goodbys Creek Tributary 5 Panel 73P Greenfield Creek Panel 74P Gulley Branch Panel 75P Half Creek Panels 76P – 77P Half Creek Tributary 1 Panel 78P Half Creek Tributary 2 Panel 79P Hogan Creek Panels 80P – 81P Hogpen Creek Panel 82P Hogpen Creek Tributary 1 Panel 83P Hopkins Creek Panel 84P
TABLE OF CONTENTS – VOLUME 4
Exhibit 1 - Flood Profiles
Hopkins Creek Tributary 1 Panel 85P Hopkins Creek Tributary 2 Panel 86P Hopkins Creek Tributary 3 Panel 87P Jones Creek Panels 88P – 89P Jones Creek Tributary 1 Panel 90P Jones Creek Tributary 2 Panels 91P – 92P Julington Creek Panels 93P – 96P Julington Creek Tributary 1 Panel 97P
iv TABLE OF CONTENTS – VOLUME 4 - continued
Exhibit 1 - Flood Profiles
Julington Creek Tributary 4 Panel 98P Julington Creek Tributary 5 Panel 99P Julington Creek Tributary 8 Panel 100P Little Cedar Creek Panels 101P – 103P Little Cedar Creek Tributary 1 Panel 104P Little Cedar Creek Tributary 2 Panel 105P Little Fishweir Creek Panels 106P – 107P Little Pottsburg Creek Panels 108P – 109P Little Pottsburg Creek Tributary 1 Panel 110P Little Pottsburg Creek Tributary 2 Panel 111P Little Pottsburg Creek Tributary 3 Panel 112P Little Sixmile Creek Panels 113P – 114P Little Sixmile Creek Tributary 1 Panel 115P Little Sixmile Creek Tributary 2 Panel 116P Little Sixmile Creek Tributary 3 Panel 117P Little Trout River Panels 118P – 119P Little Trout River Tributary 4 Panel 120P Little Trout River Tributary 6 Panel 121P Little Trout River Tributary 10 Panel 122P Long Branch Panel 123P Long Branch Tributary 1 Panel 124P Magnolia Gardens Creek Panels 125P – 126P McCoy Creek Panels 127P – 128P McCoy Creek North Branch Panel 129P McCoy Creek Southwest Branch Panel 130P McCoy Creek Tributary 5 Panel 131P McGirts Creek Panels 132P – 133P McGirts Creek Tributary 11 Panel 134P McGirts Creek Tributary 12 Panel 135P McGirts Creek Tributary 14 Panel 136P Mill Dam Branch Panels 137P – 139P Mill Dam Branch Canal Panel 140P Mill Dam Branch Tributary 3 Panel 141P Mill Dam Branch Tributary 4 Panel 142P Mill Dam Branch Tributary 5 Panel 143P Miller Creek Panel 144P Miller Creek Tributary 1 Panel 145P Miramar Tributary Panel 146P Moncrief Creek Panels 147P – 148P Moncrief Creek Tributary 4 Panel 149P Mount Pleasant Creek Panels 150P – 153P Mount Pleasant Creek Tributary 3 Panel 154P Mount Pleasant Creek Tributary 4 Panel 155P
v TABLE OF CONTENTS – VOLUME 4 - continued
Exhibit 1 - Flood Profiles
Mount Pleasant Creek Tributary 6 Panel 156P Nassau River/Thomas Creek Panel 157P Thomas Creek Panels 158P – 159P New Rose Creek Panel 160P New Rose Creek Tributary 1 Panel 161P Newcastle Creek Panel 162P Newcastle Creek Tributary 1 Panel 163P Ninemile Creek Panels 164P – 165P Ninemile Creek Tributary 1 Panel 166P Ninemile Creek Tributary 2 Panel 167P Ninemile Creek Tributary 6 Panel 168P North Fork Sixmile Creek Panels 169P – 170P North Fork Sixmile Creek Tributary 1 Panel 171P Oldfield Creek Panels 172P – 173P Oldfield Creek Tributary 1 Panel 174P Oldfield Creek Tributary 2 Panel 175P Oldfield Creek Tributary 3 Panel 176P
TABLE OF CONTENTS – VOLUME 5
Exhibit 1 - Flood Profiles
Oldfield Creek Tributary 4 Panel 177P Oldfield Creek Tributary 7 Panel 178P Open Creek Panels 179P – 180P Open Creek Tributary 1 Panel 181P Open Creek Tributary 2 Panel 182P Open Creek Tributary 3 Panel 183P Open Creek Tributary 4 Panel 184P Ortega River Panels 185P – 190P Ortega River Tributary 1 Panel 191P Ortega River Tributary 2 Panel 192P Ortega River Tributary 3 Panels 193P – 195P Ortega River Tributary 4 Panels 196P – 197P Ortega River Tributary 5 Panel 198P Ortega River Tributary 6 Panel 199P Ortega River Tributary 7 Panel 200P Ortega River Tributary 10 Panel 201P Ortega River Tributary 11 Panel 202P Pablo Creek Panels 203P – 205P Pablo Creek Tributary 1 Panel 206P Pablo Creek Tributary 2 Panels 207P – 208P Pablo Creek Tributary 3 Panels 209P – 210P
vi TABLE OF CONTENTS – VOLUME 5 - continued
Exhibit 1 - Flood Profiles
Pickett Branch Panels 211P – 212P Pickett Branch Tributary 3 Panel 213P Pickett Branch Tributary 4 Panel 214P Pickett Branch Tributary 5 Panel 215P Pottsburg Creek Panels 216P – 219P Pottsburg Creek Tributary 5 Panel 220P Puckett Creek Panel 221P Red Bay Branch Panel 222P Red Bay Branch Tributary 1 Panel 223P Ribault River Panels 224P – 225P Ribault River Tributary 2 Panel 226P Ribault River Tributary 5 Panel 227P Ribault River Tributary 8 Panel 228P Ribault River Tributary 9 Panel 229P Rowell Creek Panels 230P – 231P Rowell Creek Tributary 2 Panel 232P Rushing Branch Panel 233P Rushing Branch Tributary 1 Panel 234P Sal Taylor Creek Panels 235P – 237P Sal Taylor Creek Tributary 2 Panel 238P Sal Taylor Creek Tributary 3 Panel 239P Sal Taylor Creek Tributary 4 Panel 240P Sandalwood Canal Panels 241P – 242P Sawmill Slough/Buckhead Branch Panel 243P Sawmill Slough/Buckhead Branch Tributary 1 Panel 244P Sawmill Slough/Buckhead Branch Tributary 2 Panel 245P Seaton Creek Panels 246P – 247P Seaton Creek Tributary 1 Panels 248P – 250P Seaton Creek Tributary 2 Panel 251P Second Puncheon Branch Panels 252P – 254P Second Puncheon Branch Tributary 1 Panel 255P Second Puncheon Branch Tributary 3 Panels 256P – 257P Second Puncheon Branch Tributary 4 Panel 258P Second Puncheon Branch Tributary 5 Panel 259P Second Puncheon Branch Tributary 6 Panel 260P Sherman Creek Panels 261P – 262P Sherman Creek Canal Panel 263P Silversmith Creek Panel 264P Silversmith Creek Tributary 1 Panel 265P
vii TABLE OF CONTENTS – VOLUME 6
Exhibit 1 - Flood Profiles
Sixmile Creek Panels 266P – 269P Sixmile Creek Tributary 6 Panel 270P Sixmile Creek Tributary 9 Panel 271P St. Mary’s River Tributary Panel 272P Strawberry Creek Panels 273P – 274P Sweetwater Creek Panels 275P – 276P Tacito Creek Panel 277P Tiger Hole Swamp Panel 278P Tiger Pond Creek Panel 279P Tiger Pond Creek Tributary 1 Panel 280P Tributary to Little Sixmile Creek Tributary 1 Panel 281P Tributary 1 to Miramar Tributary Panel 282P Tributary to Ortega River Tributary 1 Panel 283P Trout River Panels 284P – 287P Trout River Tributary 2 Panels 288P – 289P Trout River Tributary 3 Panel 290P Trout River Tributary 7 Panel 291P Trout River Tributary 8 Panel 292P West Branch Panel 293P West Branch Tributary 1 Panel 294P West Branch Tributary 2 Panel 295P Williamson Creek Panel 296P Williamson Creek Tributary 3 Panel 297P Williamson Creek Tributary 4 Panel 298P Wills Branch Panels 299P – 300P Wills Branch Tributary 1 Panels 301P – 303P Wills Branch Tributary 2 Panel 304P Wills Branch Tributary 3 Panels 305P – 307P Wills Branch Tributary 4 Panel 308P Wills Branch Tributary 5 Panel 309P Wills Branch Tributary 6 Panels 310P – 311P Yellow Water Creek Tributary 1 Panel 312P
Exhibit 2 - Flood Insurance Rate Map Index Flood Insurance Rate Map
viii 5.0 INSURANCE APPLICATIONS
For flood insurance rating purposes, flood insurance zone designations are assigned to a community based on the results of the engineering analyses. These zones are as follows:
Zone A
Zone A is the flood insurance rate zone that corresponds to the 1-percent-annual-chance floodplains that a re de termined i n the F IS r eport by a pproximate methods. B ecause detailed h ydraulic analyses ar e not pe rformed for suc h areas, no ba se (1-percent-annual-chance) flood elevations (BFEs) or depths are shown within this zone.
Zone AE
Zone AE is the flood insurance rate zone that corresponds to the 1-percent-annual-chance floodplains that are determined in the FIS report by detailed methods. Whole-foot BFEs derived from the detailed hydraulic analyses are shown at selected intervals within this zone.
Zone AH
Zone A H i s t he f lood i nsurance r ate z one t hat c orresponds t o a reas of 1-percent-annual-chance s hallow f looding ( usually areas of pondi ng) w here a verage depths are between 1 and 3 feet. Whole-foot BFEs derived from the detailed hydraulic analyses are shown at selected intervals within this zone.
Zone AO
Zone A O i s t he f lood i nsurance r ate zone t hat corr esponds t o areas of 1-percent-annual-chance shallow flooding (usually sheet flow on s loping terrain) where average depths are between 1 and 3 feet. A verage whole-foot depths derived from the detailed hydraulic analyses are shown within this zone.
Zone V
Zone V is the flood insurance rate zone that corresponds to the 1-percent-annual-chance coastal floodplains that have additional hazards associated with storm waves. Because approximate hydraulic analyses are performed for such areas, no BFEs are shown within this zone.
Zone VE
Zone VE is the flood insurance rate zone that corresponds to the 1-percent-annual-chance coastal floodplains that have additional hazards associated with storm waves. Whole-foot BFEs derived from the detailed hydraulic analyses are shown at selected intervals within this zone.
216 Zone X
Zone X i s t he f lood i nsurance r ate z one t hat c orresponds t o a reas out side t he 0.2-percent-annual-chance f loodplain, a reas w ithin the 0.2 -percent-annual-chance floodplain, areas of 1-percent-annual-chance flooding where average depths are less than 1 foot, areas of 1-percent-annual-chance flooding where the contributing drainage area is less than 1 square mile (sq. mi.), and areas protected from the base flood by l evees. No BFEs or depths are shown within this zone.
6.0 FLOOD INSURANCE RATE MAP
The FIRM is designed for flood insurance and floodplain management applications.
For f lood i nsurance a pplications, t he m ap de signates f lood i nsurance r ate z ones a s described in Section 5.0 and, i n t he 1 -percent-annual-chance f loodplains t hat w ere studied by de tailed m ethods, s hows s elected w hole-foot B FEs or a verage de pths. Insurance agents use zones and BFEs in conjunction with information on s tructures and their contents to assign premium rates for flood insurance policies.
For floodplain management applications, the map shows by tints, screens, and symbols, the 1 - and 0.2 -percent-annual-chance f loodplains, f loodways, a nd t he l ocations of selected cross sections used in the hydraulic analyses and floodway computations.
The c ountywide F IRM pr esents f looding i nformation f or t he e ntire ge ographic area of Duval County. P reviously, FIRMs were prepared for each incorporated community and the unincorporated areas of the County identified as flood-prone. This countywide FIRM also includes flood-hazard information that was presented separately on Flood Boundary and F loodway M aps (FBFMs), w here a pplicable. H istorical da ta r elating t o the maps prepared for each community are presented in Table 14, “Community Map History.”
217 FLOOD HAZARD FLOOD INSURANCE FLOOD INSURANCE COMMUNITY NAME INITIAL IDENTIFICATION BOUNDARY MAP RATE MAP RATE MAP REVISION DATE(S) EFFECTIVE DATE REVISION DATE(S)
Atlantic Beach, City of June 28, 1974 June 11, 1976 March 15, 1977 April 18, 1983 April 17, 1989
Baldwin, Town of* N/A None N/A None
Jacksonville, City of January 31, 1975 August 20, 1976 December 1, 1977 October 1, 1983 December 15, 1983 August 15, 1989 April 15, 1992 June 16, 1999
Jacksonville Beach, City of June 7, 1974 February 6, 1976 March 15, 1977 April 18, 1983 April 17, 1989
Neptune Beach, City of May 31, 1974 March 26, 1976 March 15, 1977 April 18, 1983 April 17, 1989
*No Special Flood Hazard Areas Identified
TABLE 14 TABLE FEDERAL EMERGENCY MANAGEMENT AGENCY DUVAL COUNTY, FL COMMUNITY MAP HISTORY (ALL JURISDICTIONS) 7.0 OTHER STUDIES
Information pertaining to revised and unrevised flood hazards for each jurisdiction within Duval County ha s be en c ompiled i n t his F IS. T herefore, t his F IS s upersedes al l previously pr inted F IS r eports, F IRMs, a nd/or F HBMs f or a ll of t he i ncorporated jurisdictions w ithin Duval County a nd s hould be c onsidered a uthoritative f or t he purposes of the NFIP.
Duval County is bordered by the Nassau to the north, Clay and St. Johns to the south, and Baker to the west. It is bordered to the east by the Atlantic Ocean. At the time of this revision, Nassau and Clay Counties were undergoing countywide revisions and will be in agreement with this countywide FIS.
This FIS report either supersedes or is compatible with all previous studies published on flooding s ources s tudied i n t his report a nd s hould be c onsidered authoritative f or t he purposes of the NFIP.
8.0 LOCATION OF DATA
Information c oncerning t he p ertinent da ta us ed i n the preparation of t his s tudy c an be obtained by contacting FEMA Region IV, FRC 3003 C hamblee Tucker Road, Atlanta, GA 30341
9.0 BIBLIOGRAPHY AND REFERENCES
1. Engineering Methods and Applications, Inc., FEMA Contract EMW-84-C-1610, September 1987
2. U.S. Army Corps of E ngineers a nd C ity of J acksonville, F lorida, Metropolitan Jacksonville, Florida Water Resources Study, Plan Formulation Appendix, Annex III, Flood Plan Management, August 1980.
3. U.S. Army C orps of Engineers, Jacksonville D istrict, Special F lood H azard Information Report, Hogans Creek, Jacksonville, Florida, July 1971.
4. U.S. G eological S urvey, Water Resources Investigations R eport 82 -4012, Techniques for Estimating Magnitude and Frequency of Floods on N atural Flow Streams in Florida, 1982.
5. St. Johns River Watershed Management District, Technical Publication SJ 91-3, 24-Hour Rainfall Distributions for Surface Water Basins Within the St. Johns River Water Management District Northeast Florida,1991.
6. Environmental P rotection A gency, Stormwater Mana gement Mod el ( EPA SWMM5) versions 12, Feb 2008; 13, March 2008; and 14, January 2009.
219 7. U.S. A rmy Corps of E ngineers, H ydrologic E ngineering Center, H EC-2 Water Surface P rofiles, Computer P rogram 723 -X6-L202A, D avis, C alifornia, A pril 1984.
8. U.S. G eological S urvey, 7.5 M inute S eries T opographic Maps, S cale 1: 24000, Contour I nterval 10 F eet: T rout R iver a nd J acksonville B each, F lorida, 1964, photorevised 1981; E astport a nd Mayport, F lorida, 1964, phot orevised 1970; Arlington, Florida, 1963, photorevised 1970; Fiftone, Florida, 1949, photorevised 1970; Jacksonville Heights, Florida, 1964, photorevised 1978; Contour Interval 5 Feet: C allahan, F lorida, 1970, phot orevised 19 81; I talia, Hedges, a nd A melia City, F lorida, 1958, ph otorevised 1970; B ryceville, D insmore, a nd Baldwin, Florida, 1964; Macclenny East, Florida, 1972; Marietta and Jacksonville, Florida, 1964, phot orevised 198 2; M axville, F lorida, 1 970; O range P ark, B ayard, a nd Palm Valley, Florida, 1964, photorevised 1981; and Fleming Island, Orangedale, and Durbin, Florida, 1952, photorevised 1970.
9. Florida Department of Transportation, Duval County Aerial Photographics (stereo pairs), 1984.
10. Federal E mergency Management A gency, Guidelines a nd S pecifications f or Flood H azard M apping P artners, Appendix D : Guidance f or C oastal F looding Analyses and Mapping, Washington, D.C., April 2003.
11. Federal E mergency Management A gency, Atlantic O cean and Gulf o f Mexico Coastal Guidelines Update, February 2007
12. Federal Emergency Management A gency, G uidelines a nd S pecifications f or Flood H azard M apping P artners, Appendix B : G uidance f or C onverting t o t he North American Vertical Datum of 1988, Washington, D.C., April 2003.
13. U.S. Department of Commerce, Environmental Science Services Administration, Technical Memorandum WBTM, H ydro I I, Joint P robability M ethod of T ide Frequency Analysis Applied to Atlantic City and Long Beach Island, New Jersey, Vance A. Myers, April 1970.
14. U.S. D epartment of C ommerce, N ational O ceanic a nd A tmospheric Administration, National W eather S ervice, Tropical C yclones of t he N orth Atlantic Ocean, 1871-1984, July 1985.
15. U.S. D epartment of C ommerce, N ational O ceanic a nd A tmospheric Administration, Technical Report NWS 15, Some Climatological Characteristics of H urricanes and Tropical S torms, Gulf and East C oasts o f t he U nited S tates, Frances P. Ho, Richard W. Schwerdt, and Hugo V. Goodyear, May 1975.
16. U.S. D epartment of C ommerce, N ational O ceanic a nd A tmospheric Administration, Technical Report NWS 23, Meteorological Criteria for Standard
220 Project Hurricane and Probable Maximum Hurricane Wind Fields, Gulf and East Coasts of the United States, Richard W. Schwerdt, Francis P. Ho, and Roger R. Watkins, September 1979.
17. Federal Emergency Management Agency, Coastal Flooding Storm Surge Model, SURGE, 1988.
18. U.S. A rmy C orps of Engineers, Coastal E ngineering R esearch C enter, Shore Protection Manual, Vicksburg, Mississippi, 1984.
19. U.S. G eological S urvey, 7.5 M inute S eries T opographic Maps, Scale 1: 24,000, Contour Interval 10 Feet: Jacksonville Beach, Florida, 1964, photorevised 1981.
20. National A cademy of S ciences, Methodology f or C alculating W ave A ction Effects A ssociated with S torm S urges, P repared by a P anel of t he S cience a nd Engineering Program on the Prevention and Mitigation of Flood Losses, Building Research A dvisory B oard C ommission on S ocio-Technical S ystems, National Research Council, 1977.
21. Federal E mergency Management A gency, Users Manu al f or W ave H eight Analysis, February 1981.
22. Hill, J. and Herchenroder, B., Computation Model for Computing Dune Erosion, Proceedings f rom ASCE H ydraulics S pecialty C onference, O rlando, F lorida, August 1985.
23. Federal E mergency Management A gency, Manual f or Wave R unup Analysis, Coastal Flood Insurance Studies, November 1981.
24. Sanborn, D igital E levation M odel, LiDAR, C ontour I nterval 1 F oot, D uval County, Florida, March 2007
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700 70 700 70 700 700 700 700 700 U 70 E 02S 015 25S 036 700 60S 70S 80S 90S 50S D
028 (ALL JURISDICTIONS) 40S STREAM BED M
70 70 70 700 70 70 70 700 70 70 70 E 70 005 007 008 10S 70 70 700 70 045 047 057 65S 075 085 092 SWMM NODE LOCATION L 000 023 027 30S 037 A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 E
F STREAM DISTANCE IN FEET UPSTREAM OF HERSCHEL STREET 03P 30 30
K
E
E
R
C
IR
E
D
W
R
T
T T
H
A E
25 E E 25
E
IS
E
V
T
E E
E
E
R
IV
F
R R
L
E
T
E
R
T T
U
L
R
S
S S
D
1
T
T
O
H
Y
N N
Y
IT
S
B
T
A
O O
R
G
L
U
R
IS
T T
N
L L
H
O
R A
N
I
I I
U
U
T
IT D M
M M
T
Y
N
M
U
A A
L
W
A
20 H H 20
P
E
L
IB
C
B
R
N
E
T
U
L
K
F
E
N
E
O
C
R
C 15 15
IR
E
W
H
FLOOD PROFILES
)
IS
8
F
8
D
IG
V
B
A 10 10
(N
T
E
E
F
IN
Y
N
D
U
IO
T
T 5 E 5
A
U
S
V
N
D
E
E
E
L
V
E
IL
A
A
T
T
E
A
D
S
Y
S
F
C
A
O
N
C
E 0 IT 0
G
M
I
L
A
T
N
L
E
F
M
,
71 E
065 Y -5 -5 G
T
A 71
710 N
LEGEND N 031 60S
A 0.2% ANNUAL CHANCE FLOOD U
O 710 71 M
Y 30S 056 1% ANNUAL CHANCE FLOOD C
C
L 71 71 2% ANNUAL CHANCE FLOOD N
E -10 027 055 A
G
V
10% ANNUAL CHANCE FLOOD R
710 710 710 710 U 20S 40S 50S 80S E
D
(ALL JURISDICTIONS) STREAM BED M
700 710 71 71 71 71 71 71 71 71 E 20S 15S 016 035 037 045 047 070 075 077 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH BIG FISHWEIR CREEK 04P 30 30 SAINT JOHNS RIVER STORM SURGE EFFECT
Y
D
E
U
R
U
H
T
T 25 E 25
E
N
IT
S
E
IV
E
T
D
E
V R
W
R
E
E
T
E
S
A
R
IL
C
S
D
N
T
A
N
N
H
N
T
S
E
A
O
A
E
H
U
R
M
J
D
L
T
Y
K
T
F
2
F
E
C
N
1
L
IN
O
U
L
O
A
B
H
C A 20 IT 20
S
T
C
IM
L N
A
R
B
W
O
15 15 L
E
IG
B
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
200 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
20 2000 20 20 20 E 000 5APS 006 007 015 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH SAINT JOHNS RIVER 05P 25 25
SAINT JOHNS RIVER STORM SURGE EFFECT
20 R 20
D
E
A
D
IV
O
A
R
O
R
T
D
R
U
R
O
ID
A
R
N
W
O
T
O
E
H
L
R
K
IT
B
15 15 E
W
E
E
R
C
N
C
E
E
U
L
S
F
U
N
O
O
C
H
10 10 K
C
O
L
B
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
E
V
D
U
D
E
A
N
A
L
O
E
E
O
V
R
R
L
A
A
A
N
V
M
Y
N
U
U
IR
C
D
D
N
-5 -5 E
G
100 A 50S
T
N
10 10 L
E
045 047 F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 100 2% ANNUAL CHANCE FLOOD N
E -15 A
05S G
V
10% ANNUAL CHANCE FLOOD R
100 100 100 U 10 E 10S 20S 40S
D
003 (ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 10 10 10 10 10 100 10 E 001 006 007 008 009 011 012 013 015 017 20S 042 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH TROUT RIVER 06P 40 40
1
Y
R
A
T
U
Y
IB
D
R
U
T
T 35 D 35
K
A
S
E
O
D
E
E
R
R
IL
E
C
L
A
E
A
T
S
E
D
U
D
S
O
F
M
H
R
O K
K
A
C
E
30 IT 30
O
E
L
IM
R
L
B
H
C
E
IT
S
W
U
E
C
O
N
H
E
U 25 25 K
L
C
F
N
O
O
L
C
B
FLOOD PROFILES
)
8
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
100 U
E 60S
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 E 051 052 053 054 055 SWMM NODE LOCATION L
A
R
-5 E
D
11000 12000 13000 14000 15000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH TROUT RIVER 07P 30 30
K
E
E
R
C
G
R
U
25 D 25
B
A
S
O
T
T
R
O
Y
R
P
U
H
B
IT
S
I
L
W
A
E
S 20 C 20
H
N
E
C
U
N
L
F
A
N
R
O
C
B
T
T
15 15 E
N
O
B
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
Y
N
Y
D
A
IO
U
T
T 5 W 5
5
A
K
S
V
9
R
D
E
E
E
A
L
T
E
IL
P
A
A
T
T
T
S
IN
E
R
O
Y D
E
P
F
T
C
H
T
O
N
IN
U
E
0 IT 0
O
G
S
IM
A
L
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
260 260 260 U 20S 40S 60S E
D
(ALL JURISDICTIONS) STREAM BED M
20 26 26 26 26 26 26 26 E 033 003 005 007 010 025 030 050 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH POTTSBURG CREEK 08P 20 20
K
E
E
R
C
O
L
B
A
P
15 H 15
IT
W
E
C
N
E
U
L
F
N
10 O 10
C
H
C
N
A
R
B
5 5 X
O
B
FLOOD PROFILES
)
8
8
D
V
A 0 0
(N
T
E
E
F
IN
N
IO
T -5 -5
A
V
E
L
E
Y
C
N
-10 -10 E
G
A
T
N
L
600 E
05L1 F
M
,
E
Y -15 -15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -20 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
70 60 60 600 600 60 600 600 60 E 001 002 003 03L1 03L2 004 04L1 04L2 005 SWMM NODE LOCATION L
A
R
-25 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PABLO CREEK 09P 35 35
1
Y
R
H 30 A 30
D
T
IT
A
U
W
O
B
I
E
R
R
C
D
T
N
E
E
H
M
U
C
A
L
N
F
N
A
N
N
R
O
U
B 25 C 25
X
O
H
B
C
N
A
R
B
20 20 X
O
B
FLOOD PROFILES
)
8
8
D
V
A 15 15
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
C
N
5 5 E
G
A
T
N
L
E
F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
10% ANNUAL CHANCE FLOOD R
600 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
60 60 60 60 60 60 E 006 012 015 016 017 020 SWMM NODE LOCATION L
A
R
-10 E
D
10000 11000 12000 13000 14000 15000 16000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PABLO CREEK 10P 70 70
60 60
1
Y
R
50 50 A
T
U
IB
R
T
H
H
C
C
Y
N
D
A
N
40 U 40
R
T
A
B
S
R
X
D
O
E
B
B
IL
FLOOD PROFILES
H
A
X
T
IT
)
E
O
8
W
D
B
8
E
F
C
O
D
N
V
E
IT
U
A 30 30
L
IM
F
L
(N
N
T
O
E
C
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
60 62 62 62 E 020 010 011 012 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BOX BRANCH 11P 30 30
SAINT JOHNS RIVER STORM SURGE EFFECT
R
R
D
E
Y
E
A
1
H
D
D
Y
IV
O
C
U
R
D
R
T
T
R
R 25 A 25
A
A
U
R
V
T
S
D
T
O
E
A
B
D
A
IN
U
L
R
E
D
H
O
O
U
E
T
IB
IL
IT
O
R
T
P
R
A
C
E
E
B
T
IA
W
H
T
T
N
E
G
E
D
K
IT A
N
D
C
N E
N
I
R
O
E
N
F
A
W
E
D
C
R
E
R
E
K
D
N
O
S
U
C
E
C
E
E
A
L
IT
20 F 20
N
L N
F
E
W
E
N
E
B
N
IM
R
P
U
O
O L
L
C
C
F
C
N
N
O
E
C
P
R
E
15 15 H
C
T
U
FLOOD PROFILES
B
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
300 300 300 300 U 05S 10S 20S 30S E
D
(ALL JURISDICTIONS) STREAM BED M
30 30 30 30 30 30 30 30 30 30 E 000 004 006 007 009 011 022 025 027 035 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR RIVER 12P 90 90
L
L
L
L
Y
E
E
D
W
W
1 2
U
D
D
Y Y
T
L
85 L 85
R R
S
A
A
A A
D
C
T T
C
E
U U
H
H
IL
IT
IB IB
A
IT
R R
T
W
E
W
T T
E
E
D
H H
C
C
F
C C
N
N
N N
E
O
E
H
A A
U
U
IT
80 L 80
R R
L
C
F
F
B B
IM
N
N
N
L
O
O
A
C
C
R
B
L
L
E
75 75 W
D
L
A
C
FLOOD PROFILES
)
8
8
D
V
A 70 70
(N
T
E
E
F
IN
N
IO
T 65 65
A
V
E
L
E
Y
C
N
60 60 E
G
A
T
N
L
E
F
M
,
E
Y 55 55 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 50 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
E CB01060L 01020 01022L 01024L 01026 01030L 01070 01080L 01085L 01090 CROSS SECTION LOCATION L
A
R
45 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH YELLOW WATER CREEK 13P 90 90
85 85
80 80 H
C
N
A
R
B
L
L
E
75 75 W
D
L
A
C
FLOOD PROFILES
)
8
8
D
V
A 70 70
(N
T
E
E
F
IN
Y
N
D
IO
U
T 65 T 65
A
S
V
D
E
E
L
E
IL
A
T
E
D
Y
F
C
O
N
E
60 IT 60
G
IM
A
L
T
N
L
E
F
M
,
E
Y 55 55 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 50 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
E
0212 0214L 0216L 0218L 0220L CROSS SECTION LOCATION L
A
R
45 E
D
10000 11000 12000 13000 14000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH YELLOW WATER CREEK 14P 95 95
H
C
Y
N
D
A
U
R 90 T 90
D D
B
S
L
A A
D
L
O O
E
E
R R
IL
W
D D
A
1
D
E E
T
L
Y
E
A
M M
R
D
A A
C
A
F
N N
H
T
N N
O
IT
U U
U 85 IT 85
W
IB
E
IM
L
C
R
N
E
T
U
H
L
F
C
N
N
O
C
A
80 80 R
B
L
L
E
FLOOD PROFILES
W
)
D
8
8
L
A
D
V
C
A 75 75
(N
T
E
E
F
IN
N
IO
T 70 70
A
V
E
L
E
Y
C
N
65 65 E
G
A
T
N
L
E
F
M
,
E
Y 60 60 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 55 A
G
V
10% ANNUAL CHANCE FLOOD R
U 0121S E
D
(ALL JURISDICTIONS) STREAM BED M
E
01080L 0111S 0120 0122L 0124L 0126 0128L 0130L CROSS SECTION LOCATION L
A
R
50 E
D
0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CALDWELL BRANCH 15P 100 100
H
C
N
A
R
Y
D
B
L
U
L
T
95 E 95
D D
S
A A
W
D
O O
D
E
L
R R
IL
A
D D
A
2
E E
C
T
Y
H
E
M M
R
D
A A
IT
A
F
N N
W
T
N N
O
E
U U
U
C 90 IT 90
N
IB
E
IM
L
U
R
L
F
T
N
H
O
C
C
N
A
85 85 R
B
L
L
E
FLOOD PROFILES
W
)
D
8
8
L
A
D
V
C
A 80 80
(N
T
E
E
F
IN
N
IO
T 75 75
A
V
E
L
E
Y
C
N
70 70 E
G
A
T
N
L
E
F
M
,
E
Y 65 65 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 60 A
G
V
10% ANNUAL CHANCE FLOOD R
U 01092S 01095S E
D
(ALL JURISDICTIONS) STREAM BED M
E
01090 01091 01093L 01093 01094L CROSS SECTION LOCATION L
A
R
55 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CALDWELL BRANCH 16P 30 30
H
C
N
A
R
B
G
D
25 IN 25
A
H
O
S
R
U
R
IN
L
H
R
IT
E
B
W
E
W
C
E
N 20 N 20
E
H
U
L
C
F
N
N
O
A
C
R
B
Y 15 15 E
N
A
C
FLOOD PROFILES
)
8
Y
8
D
D
U
V
T
A 10 10
S
D
(N
E
T
E
IL
E
A
T
F
E
D
IN
N
F
IO
O
T
5 IT 5
A
V
IM
E
L
L
E
Y
C
N
0 0 E
G
A
T
20 20 20 20 N L 017 018L 018 019AP E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
200 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
20 200 200 200 200 20 200 200 20 200 200 20 200 E 001 04L3 04L2 04L1 05L 005 06L2 06L1 007 12AP 13AP 015 16AP SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH RUSHING BRANCH 17P 25 25
SAINT JOHNS RIVER STORM SURGE EFFECT H
C
N
R
A
6
E
R
Y
IV
D
B
R
R
T
H
A
R
20 A 20
T
T
5
D
IT
V
E
U
R D
9
E
K
W
B
A A
L
E
I
E
O IC
T
U
R
W
C
A
O
O P
R
T
N
T
R
S H
B
K
E
S
T
E
E
B IT
U
R
R
E
N
L
H
E
A
R
F Y
W
T
IT
H
E A
N
C
IN
C C
O
W
R
15 C N 15
IS
A
E
E
B
C
D
K
U
E
N
L
E
C
E
F
E
U
N
L
R REFLECTS CENTERLINE OF NORTH- AND SOUTHBOUND INTERSTATE 95 O
F
C
N
C
O
R
C
A
10 10 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
Y
C
N
-5 -5 E
G
100 A 40S
T
N
L
100 100 10 10 E 35L2 35L1 035 037 F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
10 100 100 U 016 20S 30S E
D
(ALL JURISDICTIONS) STREAM BED M
10 100 10 100 100 10 100 10 E 015 17L1 017 27L2 27L1 027 33L1 033 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH BROWARD RIVER 18P 30 30
2
Y
R
H 25 A 25
T
IT
U
D
W
B
A
I
E
O
R
C
R
T
N
L
K
E
A
E
U
V
E
L
U
R
F
D
N
C
O
R
20 C 20
A
D
K
E
E
C
E
R
C
R
A
15 15 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T
5 5 5
A
9
V
E
2
L
E
E
T
A
T
S
Y
R
E
C
T
N
IN
0 0 E
G
A
T
N
100 100 10 100 L 63L2 63L1 063 65L4 E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
100 100 U 50S 60S E
D
(ALL JURISDICTIONS) STREAM BED M
100 100 100 10 100 100 10 10 100 10 E 45L3 45L2 45L1 045 47L2 47L1 047 057 62L1 062 SWMM NODE LOCATION L
A
R
-15 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH BROWARD RIVER 19P 40 40
7
Y
R
D
H 35 A 35
A
T
IT
O
U
W
R
B
I
E
R
R
C
E
T
N
N
K
E
R
E
U
U
E
L
R
F
T
N
C
M
O
E
R
C 30 L 30
A
D
K
E
E
C
E
R
C
R
A
25 25 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
100 10 100 L 100 71L1 071 72L4 E 71L2 F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
100 U 70S E
D
(ALL JURISDICTIONS) STREAM BED M
100 100 100 10 100 100 100 10 100 100 100 E 65L3 65L2 65L1 065 67L3 67L2 67L1 067 71L5 71L4 71L3 SWMM NODE LOCATION L
A
R
-5 E
D
26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 38000 39000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH BROWARD RIVER 20P 45 45
8
Y
Y
D
R
U
D
H
A 40 T 40
A
T
IT
S
O
U
D
W
R
B
I
E
E
R
R
IL
C
E
A
T
N
N
T
K
E
R
E
E
U
U
E
D
L
R
F
T
F
N
C
M
O
O
E
R
C
L 35 IT 35
A
D
K
IM
E
L
E
C
E
R
C
R
A
30 30 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 25 25
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
100 A 80S
T
N
100 10 L 73L1 073 E F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
100 100 100 10 100 100 100 100 100 100 100 E 72L3 72L2 72L1 072 73L8 73L7 73L6 73L5 73L4 73L3 73L2 SWMM NODE LOCATION L
A
R
0 E
D
39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 49000 50000 51000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH BROWARD RIVER 21P 40 40
K
E
E
R
Y
D
C
U
R
35 T 35
A
D
S
D
A
E
D
O
E
C
R
IL
H
L
A
L
IT
T
E
E
2
R
W
D
E
R
Y
F
E
C
R
T
N
O
E 30 30 A
IT
U
T
L
IM
F
U
L
N
IB
O
C
R
T
K
E 25 25 E
R
C
R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
120 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
10 120 120 12 12 E 063 05L2 05L1 005 007 SWMM NODE LOCATION L
A
R
-5 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR CREEK 22P 30 30
K
E
E
D
R
Y
A
D
O
C
U
E
R
R
T
N 25 A 25
W
A
D
S
O
E
L
D
L
E
T
L
C
O
IL
H
IA
A
R
H
IT
T
E
A
E
W
6 G T
D
E
E
Y
ID
C F
R
R
R
C
N
O
B
E
E
A
20 D 20
S
IT
U
T
L
O
F
IM
O
U
L
N
W
O
IB
C
R
T
K
E 15 15 E
R
C
R
A
FLOOD PROFILES
D
)
E
8
8 C
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
160 160 U 02S 06S E
D
(ALL JURISDICTIONS) STREAM BED M
10 16 160 160 16 16 E 033 001 05L2 05L1 005 007 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH CEDAR CREEK 23P 45 45
K
E
E
Y
R
D
C
U
R
D 40 T 40
A
A
S
D
O
D
E
E
R
C
R
IL
H
E
A
N
IT
T
R
E
7
W
U
D
E
Y
F
T
C
R
M O N
E E
A
35 IT 35
L
U
T
L
IM
F
U
L
N
IB
O
C
R
T
K
E 30 30 E
R
C
R
A
FLOOD PROFILES
D
)
E
8
8 C
D
V
A 25 25
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
T
N
L
E
F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
170 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
10 170 170 170 17 E 071 05L3 05L2 05L1 005 SWMM NODE LOCATION L
A
R
0 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR CREEK 24P 45 45
K
E
E
Y
R
D
C
U
R
D 40 T 40
A
A
S
D
O
D
E
R
E
C
R
IL
H
E
A
N
IT
T
R
E
8
U
W
D
E
Y
T
F
C
R
M
N O
E
E
A
35 L IT 35
U
T
L
IM
F
U
L
N
IB
O
C
R
T
K
E 30 30 E
R
C
R
A
FLOOD PROFILES
D
)
E
8
8 C
D
V
A 25 25
(N
T
E E 1-PERCENT ANNUAL CHANCE FLOOD ELEVATION OF A DEPTH F OF TWO FEET OCCURS UPSTREAM OF LEM TURNER ROAD
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
T
N
L
E
F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
180 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
10 180 180 180 18 E 072 05L3 05L2 05L1 005 SWMM NODE LOCATION L
A
R
0 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR CREEK 25P 25 25
SAINT JOHNS RIVER STORM SURGE EFFECT
E
U
N
R R
E
A A
V
2
D D
K
E
A
H H
1
E E
E 1
20 E 20
U
Y
E
E
Y
IT IT
H
C C
N
N R
U
R
R
C
H H
W W
E
A
A
N
A
N
L
V
C
T
E E
IT IT
E
T
A
N
U
C C
V
A
U
R
O
W W
N N
N
IB
A
E E
S
IB
B
E E
A
R
X
C C
R
S
U U
M
U
O
L
L L
T N N
T
F F
J
E E
IA
N
R
IL
R
L
E
E
N N
N U U
E
W
L
L L
IL
O O
A
IV
F F
IV
S 15 C C 15
R
W
N N
R
O O
R
C C
E
IV
R
R
A
10 10 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
500 Y 30S C
N
-5 -5 E 50 028 G
500 A 40S
T
N
50 50 50 L 033 E
035 045 F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
500 U 15S E
D
(ALL JURISDICTIONS) STREAM BED M
50 500 50 500 50 50 50 50 50 50 50 50 E 000 01L 001 02L 002 018 020 021 023 025 026 027 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH WILLIAMSON CREEK 26P 30 30
P
R R R
D
M
A A A
R D
3 9 4
A
D D D
R
A
E
E E E
1 1 1
E 25 R 25
T
V
A 0
U
Y Y Y
U
C C C
E E
E
E
V
IT
E
N
R R R
1
L
E
H H H
N
U U
E
X E
N
E
A A A
E
L
U R
N N
V
IT IT IT
A T
T T E T
V
T
U
E E
O
A
0
U U U
L
A
V V
O
W W W
A
S
B
T
E
Y
1
E E E
IB IB IB
T
R
Y
A A
B
S
C
A
E
C C C
R R R E
E E R
D
A
R
A
T
V
N N N
T T T W
A
N N
E
N
N
R
A
E E E
A
H
U
T
A A
A
O
R R R
G
T
E
U U U
L L
T
E E E
IG
S
L L L
IN
M
M
B
S
F F F
H
R
IV IV IV
R 20 A 20
E
N N N
R R R
O
R
T
O O O
N
R
C C C
IN
E
IV
R
R
A
15 15 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
50 50 50 L
E
142 143 144 F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O 500 M
Y 80S 1% ANNUAL CHANCE FLOOD C
C
L 500 500 50 501 2% ANNUAL CHANCE FLOOD N
E -10 50S 60S 075 00S A
G
V
10% ANNUAL CHANCE FLOOD R
50 50 500 50 501 501 501 U
501 E 048 058 70S 095 10S 20S 30S 40S
D
(ALL JURISDICTIONS) STREAM BED M
50 50 50 50 50 50 500 50 50 50 50 E 047 052 053 055 063 065 90S 105 115 125 135 SWMM NODE LOCATION L
A
R
-15 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH WILLIAMSON CREEK 27P 50 50
R R
A A
7 6
D D
D
E E
1 1
5 45 A 45
Y
Y Y
9
C C
O
D
R R
H H
2
U
R
D
A A
E
T
E
IT IT
A
T T
T
L
O
S
U U
A
W W
IL
F
R
T
E E
IB IB
V
IL
S O
C C
R R
T
A
T
R
N N
T T
T
I
E R
E E
E
R R
T
K U U
IM
E E
L L
L
IN
IC
F F 40 IV IV 40
P
N N
R R
O O
R
C C
E
IV
R
R
A
35 35 D
E
C
FLOOD PROFILES
)
8
8
D
V
A 30 30
(N
T
E
E
F
IN
N
IO
T 25 25
A
V
E
L
E
Y
C
N
20 20 E
G
A
T
N
L
50 E
190 F
M
,
E
Y 15 15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 10 A
G
V
501 501 501 10% ANNUAL CHANCE FLOOD R
U 50S 60S 70S E
D
(ALL JURISDICTIONS) STREAM BED M
50 50 50 50 501 50 501 501 50 E 145 155 165 172 72L 173 74L 74L2 175 SWMM NODE LOCATION L
A
R
5 E
D
26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH WILLIAMSON CREEK 28P 25 25
R
E
IV
Y
D
D
R
R
U
R
A
T
A
20 V 20
E
S
D
L
E
D
U
E
C
O
IL
H
A
B
IT
E T
E
R
W
1
D
O
E
H
Y
F
C
N
R
S
O
E
E
A
15 IT 15
U
K
L
T
A
IM
F
L
U
L
N
O
IB
C
R
T
R
E
10 10 IV
R
R
A
FLOOD PROFILES
D
)
E
8
C
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
Y
C
N
-5 -5 E
G
A
T
N
L
E
F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
50 51 510 E 020 010 20S SWMM NODE LOCATION L
A
R
-20 E
D
0 100 200 300 400 500 600 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR RIVER 29P 30 30
R
E
IV
Y
D
R
U
R
T
25 A 25
S
D
E
E
D
U
E
N
C
E
IL
H
V
A
IT
T
A
2
E
E
W
D
N
E
1
F
A
C
Y
L
N
O
R
E
20 IT 20
U
A
L
T
IM
F
L
N
U
O
B
C
I
R
T
R 15 15 E
IV
R
R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
50 53 530 E 047 010 20S SWMM NODE LOCATION L
A
R
-15 E
D
0 500 1000 1500 2000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR RIVER 30P 35 35
R
E
IV
R
R
30 A 30
D
E
C
H
IT
3
W
E
1
C
Y
N
R 25 E 25
U
A
L
F T
N
U
O
B
C
I
R
T
R 20 20 E
IV
R
R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 15 15
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
Y
C
D
D
R
U
N
A
T
5 5 E
D
V
S
E
A
G
L
D
O
A
E
U
R
O
IL
T
D
A
B
E
N
T
Y
L
E
M
E
D
D
A
F
N
M
N
F
A
,
E
N
O
M
Y
U
G
R
0 IT 0
T
A
O
IM
N
N
LEGEND N
L
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
10% ANNUAL CHANCE FLOOD R
520 520 U 20S 40S E
D
(ALL JURISDICTIONS) STREAM BED M
50 52 52 E 045 010 030 SWMM NODE LOCATION L
A
R
-10 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR RIVER 31P 30 30
R
E
IV
Y
R R
D
A A
R
8 5
U
D D
R
E
E E
T
1 1
E 25 A 25
T
U
Y Y
U
C C
S
D
E
N
R R
E
E
H H
D
N
E
D
A A
E
E
R
C
V
IT IT
A
T T
V
T
IL
H
O
U U
A
A
W W
A
S
R
IT
Y
E E
T
IB IB
T
R
4
A
IL
E
C C
E R R
R
W
A
D
V
N N
W T T
A
E
1
R
E E
A
H
F
U
C
R R
Y
E
U U
T
E E
N
IG
O
L L
B
R
S
E
F F
H
IV IV
20 IT 20
U
A
N N
R R
L
O O
T
IM
F
L
C C
N
U
O
B
C
I
R
T
R 15 15 E
IV
R
R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 540 0.2% ANNUAL CHANCE FLOOD U 10S
O
M
Y 1% ANNUAL CHANCE FLOOD C
54 C
L 007 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
540 54 540 10% ANNUAL CHANCE FLOOD R
540 U 01S 006 30S 40S E
D
(ALL JURISDICTIONS) STREAM BED M
50 54 54 54 54 54 54 54 E 105 002 003 015 032 035 042 045 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR RIVER 32P 35 35
Y
R
D
A
4
U
D
E
T 30 1 30
D
Y
C
S
A
R
H
D
O
A
E
IT
R
T
IL
D
U
A
W
E
E
T
IB
5
E
M
C
R
D
A
N
T
1
E
N
F
R
Y
U
N
E
O
L
R
U
F
IV
25 IT 25
A
N
R
O
T
IM
L
C
U
B
I
R
T
R 20 20 E
IV
R
R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 15 15
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
C
N
5 5 E
G
A
T
N
L
E
F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
10% ANNUAL CHANCE FLOOD R
550 U
E 05S
D
(ALL JURISDICTIONS) STREAM BED M
540 55 55 E 10S 003 007 SWMM NODE LOCATION L
A
R
-10 E
D
0 200 400 600 800 1000 1200 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH CEDAR RIVER TRIBUTARY 14 33P 50 50
45 45
R
6
E
1
IV
Y
D
Y
R
U
R
R
T
40 A 40
A
S
D
T
E
D
E
U
C
IL
H
B
I
A
IT
T
R
E
W
D
T
E
F
C
R
N
E
O 35 E 35
IT
U
IV
L
IM
F
R
L
N
R
O
C
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 30 30
(N
T
E
E
F
IN
N
IO
T 25 25
A
V
E
L
E
Y
C
N
20 20 E
G
A
T
N
L
E
F
M
,
E
Y 15 15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 10 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
50 560 E 175 10AP SWMM NODE LOCATION L
A
R
5 E
D
0 500 1000 1500 2000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH CEDAR RIVER 34P 45 45
R
E
IV
Y
D
R
U
R
T
D 40 A 40
T
A
S
D
E
E
O
E
D
D
E
R
C
R
A
T
IL
H
K
O
A
S
N
R
IT
T
R
A
7
IL
E
E
L
W
A
D
V
P
E
1
R
A
F
C
D
Y
E
L
N
O
B
R
E
O
35 IT 35
U
A
L
T
IM
F
L
N
U
O
B
C
I
R
T
R 30 30 E
IV
R
R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 25 25
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
T
N
L
E
F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
570 570 U 40S 60S E
D
(ALL JURISDICTIONS) STREAM BED M
50 570 57 57 E 172 20S 030 050 SWMM NODE LOCATION L
A
R
0 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 E
F STREAM DISTANCE IN FEET UPSTREAM FROM THE CONFLUENCE WITH CEDAR RIVER 35P 30 30
R
E
IV
Y
D
R
U
R
T
A 25 E 25
C S
D
E
A D
E
R
C
R
IL
H
E
A
IT
T
T
9
E
E
W
D
C
E
1
A
F
C
Y
R
N
O
R
G
E
20 IT 20
U
A
L
T
IM
F
L
N
U
O
B
C
I
R
T
R 15 15 E
IV
THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE R
1% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY R
A
FLOOD PROFILES
D
)
E
8
8
C
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
580 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
50 58 58 E 055 005 015 SWMM NODE LOCATION L
A
R
-15 E
D
0 200 400 600 800 E
F STREAM DISTANCE IN FEET UPSTREAM FROM THE CONFLUENCE WITH CEDAR RIVER 36P 30 30
K
E
E
R
25 C 25
O
L
B
A
P
H
IT
W
E
K
C
E
N
20 20 E
E
R
U
L
F
C
N
P
O
C
M
A
W
15 15 S
R
A
D
E
FLOOD PROFILES
C
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
D
R
Y
A
Y
V
C
A
E
N
W
L
K
E 0 U 0
R
O
G
A
B
A
P
R
E
N
T
L
A
N T
N
L
U 710 710 710 E
R
15L1 F E 14
B 13
M
R
,
K
E
E
N
Y
N
G -5 E -5
R
L
T
A
U
G
N
LEGEND N
T
A
J 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 710 2% ANNUAL CHANCE FLOOD N
E -10 10S A
G
V
10% ANNUAL CHANCE FLOOD R
710 710 U
710 E 02APS 05APS 11APS
D
(ALL JURISDICTIONS) STREAM BED M
70 710 710 710 710 710 710 710 710 710 E 005 01 02L1 02L2 03 11L1 11L2 12 13L1 13L2 CROSS SECTION LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH PABLO CREEK 37P 50 50
2 1
Y Y
R R
A A
T T
U U
D
D
H H
R 45 IB IB 45
R
A
IT IT
R R
A
V
W W
V
T T
E
E
K K
L
E E
L
E E
U
C C
U
E E
O
N N
O
R R
E E
B
B
C C
U U
N
L L
P P
H
A
F F
C
M M
K
N
N N
A
A A
R
E
O O
E
E
W W
C C
40 40 E B
K
S S
R
R R
C
A A
D D
P
E E
C C
M
A
W
35 35 S
R
A
D
E
FLOOD PROFILES
C
)
8
8
D
V
A 30 30
(N
T
E
E
F
IN
N
IO
T 25 25
A
V
E
L
E
Y
C
N
20 20 E
G
A
T
N
L
710 710 710 710 E
23 25L1 25L2 25 F
M
,
E
Y 15 15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 10 A
G
V
10% ANNUAL CHANCE FLOOD R
710 710 U
E 18S 20S
D
(ALL JURISDICTIONS) STREAM BED M
710 710 710 710 710 710 710 710 710 710 710 E 15L2 15L3 15 16L1 16L2 16 17 19L1 19 21 22 CROSS SECTION LOCATION L
A
R
5 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH PABLO CREEK 38P 60 60
Y
D
D
U
R
T
55 A 55
D
S
V
A
E
D
O
L
E
U
R
IL
O
D
A
E
T
B
E
M
N
D
A
A
N
F
M
K
N
F
O
E
U
F
IT 50 50 E
U
H
R
IM
L
C
P
M
A
W
45 45 S
R
A
D
E
FLOOD PROFILES
C
)
8
8
D
V
A 40 40
(N
T
E
E
F
IN
N
IO
T 35 35
A
V
E
L
E
Y
C
N
30 30 E
G
A
T
N
L
E
F
M
,
E
Y 25 25 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 20 A
G
V
10% ANNUAL CHANCE FLOOD R
710 710 U 30S 34APS E
D
(ALL JURISDICTIONS) STREAM BED M
710 710 710 710 710 710 E 26 27 33 33L1 035 36L1 CROSS SECTION LOCATION L
A
R
15 E
D
26000 27000 28000 29000 30000 31000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH PABLO CREEK 39P 55 55
K
E
E
R
C
P
Y
M
D
D
A
U
A
D
T 50 W 50
R
O
S
A
S
R
D
V
R
K
E
E
A
E
1
L
IL
D
E
Y U
A
E
R
O
T
R
C
C
E
B
A
H
N
D
H
T
IT
F
C
IO
U
T
A
O
W
E
A
E
IB 45 IT 45
B
T
C
S
R
N
IM
E
L
T
U
L
K
F
E
N
E
O
R
C
C
40 40 P
M
A
W
FLOOD PROFILES
S
)
R
8
8
A
D
D
V
E
A 35 35
C
(N
T THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE
E
E TO THE 1% ANNUAL CHANCE FLOOD PROFILE TO BE
F SHOWN SEPARATELY
IN
N
IO
T 30 30
A
V
E
L
E
Y
C
N
25 25 E
G
A
T
N
L
E
F
M
,
E
Y 20 20 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 15 A
G
V
10% ANNUAL CHANCE FLOOD R
712 U 10S E
D
(ALL JURISDICTIONS) STREAM BED M
71 71 71 71 71 E 016 200 205 215 230 SWMM NODE LOCATION L
A
R
10 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR SWAMP CREEK 40P 50 50
3
K
Y
E
R
E
A
R
T
U
C
P
IB
M
R
A
D
T
R
W 45 K 45
A
E
S
V
E
R
E
R
L
A
2
C
U
D
Y
O
E
O
L
R
C
B
B
A
H
N
A
T
P
A
IT
N
U
H
W
R
E
IT
E
40 40 IB
C
K
R
W
N
E
E
T
C
U
L
N
K
F
E
E
N
U
E
L
O
F
R
C
N
O
C
C 35 35 P
M
A
W
FLOOD PROFILES
S
)
R
8
8
A
D
D
V
E
A 30 30
C
(N
T
E
E
F
IN
N
IO
T 25 25
A
V THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE
E
L TO THE 1% ANNUAL CHANCE FLOOD ELEVATOIN TO BE E SHOWN SEPARATELY
Y
C
N
20 20 E
G
A
T
N
L
E
F
M
,
E
Y 15 15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 10 A
G
V
10% ANNUAL CHANCE FLOOD R
760 U 59APS E
D
(ALL JURISDICTIONS) STREAM BED M
71 760 760 760 76 E 015 56AP 57AP 58AP 060 SWMM NODE LOCATION L
A
R
5 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CEDAR SWAMP CREEK 41P 25 25 SAINT JOHNS RIVER STORM SURGE EFFECT
T
R
U
O
R
H
20 E 20
C
D
IT
IV
K
V
E
W
R
L
E
E
S
B
R
C
E
N
C
N S
H
E
R
O
O
E
U
J
J
L
H
N
T
F
P
A
N
O
K
IN
S
O
T
A
E
15 C 15
S
IS
E
R
R
H
C
C
R
E
H
P
O
10 10 T
IS
R
H
FLOOD PROFILES
C
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
Y
N
D
IO
U
T
D
T
0 D 0
A
V
S
R
V
D
L
E
D
E
R
L
E
B
IN
E
Y
IL
W
T
A
O
S
IT
T
B
U
S
E
R
G
IN
Y
D
E
U
A
C
F
IV
R
A
N
N
O
T
E U -5 S -5
IT
G
IM
A
L THE COASTAL ELEVATION INFORMATION IS NOT
T
AVAILABLE FOR THE 0.2% ANNUAL CHANCE FLOOD N
L
E
PROFILES DOWNSTREAM OF THIS LOCATION. F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 40 2% ANNUAL CHANCE FLOOD N
E -15 013 A
G
V
10% ANNUAL CHANCE FLOOD R
40 40 40 40 40 U
E 001S 005S 010S 020S 030S
D
(ALL JURISDICTIONS) STREAM BED M
39 40 40 40 40 40 40 40 E 999 000 002 003 004 007 015 025 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET FROM THE MOUTH AT SAINT JOHNS RIVER 42P 30 30
Y
D
K
U
H E
T
25 E 25
E
IT
U
S
R
N
D
W
C
E
E
E
R
V
1
IL
C
E
A
A
Y
N
H
T
T
E
P
R
E
N
U
O
D
A
L
O
T
F
P F
T
IS
N
U
U
O
R
O
D
H
C 20 IT 20
IB
C
IM
R
L
T
K
E
E
R
C
15 15 R
E
H
P
O
FLOOD PROFILES
T
)
8
IS
8
R
D
H
V
A 10 10
C
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
40 41 41 E 003 002 005S SWMM NODE LOCATION L
A
R
-15 E
D
0 200 400 600 800 1000 1200 1400 1600 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH CHRISTOPHER CREEK 43P 25 25 SAINT JOHNS RIVER STORM SURGE EFFECT
D
E
A
R
N
D
O
H
E
20 A 20
A
D
IT R
IV
L
O
A
K
E
W
R
R
E
O
V
E
E
S
A
O
R
C
R
N
T
R
N
N
H
S
C
O
E
G
O
O
N
B
U
R
C
J
O
L
R
E
T
F T
A
A
H
H
G
N
D
T
IN
M
O
L
C
A
A
IN
C 15 O 15
E
L
S
N
H
U
A
J
R
B
T
N
A
R
10 10 O
M
R
O
FLOOD PROFILES
C
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
Y
C
N
-5 -5 E
G
6103 A 4APS
T
N
L
61 E
033 F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
610 610 U
610 E 10S 20S 30S
D
(ALL JURISDICTIONS) STREAM BED M
61 61 610 61 610 61 610 61 610 61 610 610 61 E 000 005 11AP 013 14AP 015 16AP 017 23AP 025 26L2 26L1 027 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH SAINT JOHNS RIVER 44P 40 40
Y
D
U
35 T 35
D
S
E
A
D
V
O
I
E
R
IL
R
A
O
D
T
T
Y
E
T
K
E
D
C
I
R
F
R
H
O
O
L
C
30 IT 30
N
IM
A
L
R
B
T
N
A
R
25 25 O
M
R
O
FLOOD PROFILES
C
)
8
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
610 610 U 40S 50S E
D
(ALL JURISDICTIONS) STREAM BED M
610 61 61 61 610 610 E 34L1 035 037 045 46AP 47AP SWMM NODE LOCATION L
A
R
-5 E
D
11000 12000 13000 14000 15000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH SAINT JOHNS RIVER 45P 30 30 SAINT JOHNS RIVER STORM SURGE EFFECT
D
E
A
25 U 25
O
D
N
A
E
R
O
E
V
R
A
IN
R
S
T
S
K
IE
U
IC
IM
G
R
R
U
D
O
N
L
. A .
E
20 T 20
H
S
K
E
E
R
C
IG
15 15 A
R THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE C TO THE 1% ANNUAL CHANCE FLOOD ELEVATION TO BE
FLOOD PROFILES
) SHOWN SEPARATELY
8
8
D
V
A 10 10
(N
T
E
E
F
IN
Y
5
N
D
9
IO
U
Y
T
T
Y
5 A 5
A
A
S
V
W
D
W
E
H
D
E
L
H
A
E
IG
IL
O IG
A
H
R
H
T
E
IL
E
S
T
A
Y
P
D
A
I
R
T F
C
IL
S
H
N
O
R
P
E
E
0 IT 0
T
G
IM
IN
A
L
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
70 70 70 U 003S 020S 040S E
D
(ALL JURISDICTIONS) STREAM BED M
70 70 70 70 70 70 70 70 70 70 70 E 000 001 002 005 006 008 010S 015 025S 030S 035 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE MOUTH AT SAINT JOHNS RIVER 46P 30 30
SAINT JOHNS RIVER STORM SURGE EFFECT 25 25
R
K
E
E
20 IV 20
E
R
R
S
N
C
H
E
M
O
C
D
J
O
A
A
T
R
T
O
R
IN
R
T
E
A
L
O
T
S 15 IL 15
N
B
H
E
M
T
P
V
I
T
A
E
T
W
H
E
O
E
N
FLOOD PROFILES
C D
C
N
S
)
N
Y
8 E
L
8
U
L
D
F
V
N
A 10 10
O
C
(N
T
E
E
F
1
IN
Y
N
R
Y
A
IO
D
T
T 5 D 5
U
U
A
R
T
H
V
5
IB
A
E
S
9
IT
V
R
L
E
D
T
E
2
W
L
E
E
K
E
U
IL
T
E
C
O
A
A
E
N
T
T
B
R
Y
E
E
E
S
U
C
C
D
S
R
L
E
M
O
N
F
F
T
O
E
N 0 J 0
O
T
O
IN
N
G
T
IT
C
A
O A
S
IM
B
L
T
P
E
N
E L
E
D
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 100 2% ANNUAL CHANCE FLOOD N
E -10 41S A
G
V
10% ANNUAL CHANCE FLOOD R
100 100 100 100 U 03S 10S 40S 70S E
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 10 10 10 10 E 000 001 007 020 030 035 060 075 080 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH SAINT JOHNS RIVER 47P 45 45
40 40
K
E
1
E
Y
R
R
C
A
Y
M
T
D
O
U
T
U
T 35 T 35
O
IB
S
D
R B
E
P
E
T
IL
E
A
K
T
D
E
E
H
E
D
T
I
R
F
C
W
O
E
IT
30 C 30
M
N
IM
O
E
L
U
T
L
T
F
FLOOD PROFILES
N
O
O
)
B
C
8
8
P
E
D
E
V
A 25 25
D
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
T
N
L
E
F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
10 200 E 075 09AP SWMM NODE LOCATION L
A
R
0 E
D
0 500 1000 1500 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH DEEP BOTTOM CREEK 48P 30 30 SAINT JOHNS RIVER STORM SURGE EFFECT
Y
D
E
U
U
T
25 R 25
D
N
E
S
E
A
D
V
O
IV
E
A
R
R
IL
D
S
D
A
E
N
N
T
A
H
E
M
R
O
D
A
Y
N
J
F
E
T
N
L
O
L
U
IN
A 20 IT 20
A
T
IM
S
L K
H
E
T
I
E
W
R
E
C
C
N
R
E
E
U
E 15 L 15
F
D
N
O
C
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE
T
E TO THE 1% ANNUAL CHANCE PROFILE TO BE
E
F SHOWN SEPARATELY
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
300 300 U 30 E 05S 10S
001 D
(ALL JURISDICTIONS) STREAM BED M
30 30 30 30 30 30 E 000 003 007 013 015 017 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SAINT JOHNS RIVER 49P 20 20 SAINT JOHNS RIVER STORM SURGE EFFECT
H 15 H 15
C
IT
N
W
D
A
E
A
R
C
O
B
N
R
G
E
IL
U
IN
A
L
H
R
F
S
N
U
O
R
10 C 10
K
E
E
R
C
N
N
5 5 U
D
FLOOD PROFILES
)
8
8
D
V
A 0 0
(N
T
E
E
F
IN
N
IO
T -5 -5
A
V
E
L
E
Y
C
N
-10 -10 E
G
A
T
N
10 10 L 008L1 009 E
F
M
,
E
Y -15 -15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -20 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 10 10 10 10 10 E 000 002L2 002L1 003 004L2 004L1 005 006L 007 008L2 SWMM NODE LOCATION L
A
R
-25 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF RAILROAD 50P 20 20
15 15
10 10
K
E
E
R
C
N
N
D
5 5 U
A
D
O
R
IN
FLOOD PROFILES
L
R
)
E
8
B
8
W
D
E
V
D
N
A 0 0
A
O
(N
R
T
E
K
E
E
E
F
R
IN
C
N
N
N
IO
U T -5 -5
D
A
V
E
L
E
Y
N
C
N
N
1
U
-10 -10 E
Y
D
R
G
H 10
A
A
T
T
I 040S
U
T
W
IB
E
N
R
L
C 10 10 10 10 E
N
F T 036AP 037 038AP 039
E
M
K
,
U
E
E
L
E
Y
G
F -15 R -15
N
T
C A
O
N
N C LEGEND
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -20 A
G
V
10% ANNUAL CHANCE FLOOD R
10 U
E 030S
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 10 10 10 10 10 E 012AP 013 020AP 025 031L 031 032AP 033 034AP 035 SWMM NODE LOCATION L
A
R
-25 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET UPSTREAM OF RAILROAD 51P 30 30
2
Y
R
H
A
25 D 25
T
IT
A
U
W
O
IB
E
R
R
C
T
N
T
T
E
K
A
U
E
R
L
E
R
F
R
A
N
T
C
O
S
N 20 C 20
N
U
K
D
E
E
R
C
N
N
15 15 U
D
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
10 L
E
057 F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
10 U 050S E
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 10 10 10 10 10 10 10 10 E 042AP 043AP 045 047AP 048AP 049 052AP 053 054L 054AP 055AP 056AP 057L SWMM NODE LOCATION L
A
R
-15 E
D
26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 E
F STREAM DISTANCE IN FEET UPSTREAM OF RAILROAD 52P 45 45
Y
D
U
40 T 40
S
D
E
IL
A
T
E
D
F
O
35 IT 35
IM
K
L
E
E
R
C
N
N
30 30 U
D
FLOOD PROFILES
)
8
8
D
V
A 25 25
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
T
N
L
E
F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 E 058L1 058L2 059L1 059L2 SWMM NODE LOCATION L
A
R
0 E
D
37000 38000 39000 40000 41000 E
F STREAM DISTANCE IN FEET UPSTREAM OF RAILROAD 53P 30 30
K
E
Y
E
D
R
U
C
D
T
25 D 25
N
A
S
A
N
O
D
O
U
R
E
R
D
IL
T
IN
H
A
L
T
T
R
IT
A
E
E
R
D
1
W
B
R
E
F
Y
A
W
C
T
R
O
E
N
S
N
E
A 20 IT 20
U
T
L
IM
F
L
U
N
O IB
C
R
T
K
E
15 15 E
R
C
N
FLOOD PROFILES
N
)
U
8
D
8
D
V
A 10 10
(N
T
E
E
F
IN THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE
N
IO 1% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY T 5 5
A
V
E
L
E
N
N
3 U 11 11
Y
D
Y
R 116AP 130AP
H
A
C
T
T
I
N
U
E 0 W 0
IB
E
G
R
C
A
N
T
E
K
T
U
E
L
E
N
F
L R 11
E
N
C
115AP F
O
M
C
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
11 11 U 010S 110S E
D
(ALL JURISDICTIONS) STREAM BED M
10 11 11 11 11 11 11 11 11 11 11 11 11 11 E 035 001AP 002AP 003 004AP 005AP 006 007AP 008AP 009 105 112AP 113AP 114 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH DUNN CREEK 54P 35 35
K
E
E
Y
R
D
U
C
T 30 N 30
D D
N
S
A A
D
U
D
O O
A
E
D
R R
O
IL
H
D D
A
R
E E
IT
T
B
E
M M
B
W
D
A A
2
E
E
N N
F
Y
C
W
N N
N
R
O
U U
E
A 25 IT 25
U
L
T
IM
F
L U
N
O
IB
C
R
T
K
THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE E 20 20 E
1% ANNUAL FLOOD ELEVATION TO BE SHOWN SEPARATELY R
C
N
FLOOD PROFILES
N
)
U
8
D
8
D
V
A 15 15
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
C
N
5 5 E
G
A
T
N
L
E
F
M
)
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
10% ANNUAL CHANCE FLOOD R 12 12
U 010S 030S E
D
( ALL JURISDICTIONS ( STREAM BED M
10 12 12 12 12 12 12 E 053 003AP 005 015 020S 035 040AP SWMM NODE LOCATION L
A
R
-10 E
D
0 1000 2000 3000 4000 5000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH DUNN CREEK 55P 40 40
N
N
1
U
D 35 Y 35
D
A
R
H
O
A
T
T
I
R
U
T
W
T
IB
E
A
R
C
R
N
T
3
R
E
K
Y
A
U
E
T
L
E
R
F
S
R
30 30 A
N
C
T
O
C
U
IB
R
T
K
E
25 25 E
R
C
N
FLOOD PROFILES
N
)
U
8
D
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
U
110 E 20S
D
(ALL JURISDICTIONS) STREAM BED M
110 11 E 10S 015 SWMM NODE LOCATION L
A
R
-5 E
D
0 200 400 600 800 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH DUNN CREEK TRIBUTARY 1 56P 20 20
SAINT JOHNS RIVER STORM SURGE EFFECT
15 15
Y
R
A
D
N
U
O
10 B 10
Y
K
T
E
N
E
U
O
R
C
C
IN
B
5 5 R
U
D
FLOOD PROFILES
)
8
8
D
V
A 0 0
(N
T
E
E
F
IN
N
IO
T -5 -5
A
V
E
L
E
Y
C
N
-10 -10 E
G
A
T
N
L
40 40 40 E
050 055 060 F
M
,
E
Y -15 -15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -20 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
40 40 40 40 40 40 40 40 40 40 E 000 005 010 015 020 025 030 035 040 045 SWMM NODE LOCATION L
A
R
-25 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE SAINT JOHNS COUNTY / DUVAL COUNTY BOUNDARY 57P 20 20
Y
IN
R
B
A
R
1
D
U
15 Y 15
N
R
D
U
A
H
O
T
IT
B
U
Y
IB
W
T
E
R
N
C
U
T
N
O
K
E
E
C
U
E
L
L
R
F
10 A 10
C
N
V
K
O
U
E
C
D
E
R
C
IN
B
5 5 R
U
D
FLOOD PROFILES
)
8
8
D
V
A 0 0
(N
T
E
E
F
IN
N
IO
T -5 -5
A
V
E
L
E
Y
C
N
-10 -10 E
G
A
T 40 40 40
N
115 120 125 L
E
F
M
,
E
Y -15 -15 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -20 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
40 40 40 40 40 40 40 40 40 40 E 065 070 075 080 085 090 095 100 105 110 SWMM NODE LOCATION L
A
R
-25 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE SAINT JOHNS COUNTY / DUVAL COUNTY BOUNDARY 58P 25 25
K
E
E THE 0.2% ANNUAL CHANCE FLOOD PROFILE
R
C IS TOO CLOSE TO THE 1% ANNUAL CHANCE
20 IN FLOOD ELEVATION TO BE SHOWN SEPERATELY 20
B
R
U
D
H
IT
1
W
Y
E
R
C
N
A
15 E 15
T
U
L
U
F
N
IB
O
R
C
T
K
Y
E
D
E
U
T 10 10 R
S
C
D
E
IN
IL
B
FLOOD PROFILES
A
T
R
)
E
D
8 U
D
R
8
D
F
A
D
V
O
V
E
L
A 5 5
IT
U
O
IM
(N
L
T
B
E
R
E
E
F
T
N
IN
E
N
C
IO
R
T 0 E 0
L
A
G
V
E
A
L
L
E THE 2% ANNUAL CHANCE FLOOD PROFILE F IS TOO CLOSE TO THE 1% ANNUAL CHANCE
D
FLOOD ELEVATION TO BE SHOWN SEPARATELY Y
R
C
A
E
N
V
E
E
-5 IV -5
L 5
R
G
U
9
O
D
E
A
T
T
B
S
T
A
K
E
T
R
N
S
L
N
A 42
E
R
S
085 F
P
E
T
M
T
,
E
M
E
R
A
IN
Y
G
G -10 R -10
E
T
T
A
R
N
LEGEND N
A
A
B 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
420 420 420 420 U 20S 40S 60S 80S E
D
(ALL JURISDICTIONS) STREAM BED M
40 42 42 42 42 42 42 42 42 42 E 090 005 010 025 030 045 050 065 067 070 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH DURBIN CREEK 59P 25 25 SAINT JOHNS RIVER STORM SURGE EFFECT
R
E
IV
R
T
20 U 20
D
O
D
A
R
A
O
O
T
R
H
R
T
R
IT
N
E
E
P 1-PERCENT CHANCE ANNUAL FLOOD ELEVATION OF A DEPTH
W
S
P
E
S
A OF TWO FEET OCCURS 250 FT UPSTREAM OF THE CONFLUENCE
C
E
C
N
B WITH EAST BRANCH TRIBUTARY 1 S 15 E 15
E
U
L
H
F
IL
N
C
F
O
N
C
O
A
R
R
B
P
T
D
10 10 S
O
A
E
O
L
F
)
8
Y
8
D
D
R
U
E
V
T
A
5 N 5
S
R
T
D
(N
U
N
E
T
E
T
E
IL
E
M
M
A
T
E
F
T
R
E
L
A
1
IN
D
-
P
N
F
0
A
7
IO
O
9
T
0 0 IT 0
A
1
V
IM
E
L
L
E
Y
1
C
Y
R
N
A
H -5 -5 E
T
IT
G
U
W
A
IB
E
R
T
C
T
N N
H
L
E
E
C
U
F
)
L
N
M
F
,
A
S
E
N
R
N
Y
G
O
-10 B -10
C
IO
T
A
T
T
S
N
LEGEND N
A
IC
A
E
U
0.2% ANNUAL CHANCE FLOOD D
O
M
IS
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
L
E
A
-15 L
G
V
(A
10% ANNUAL CHANCE FLOOD R
900 900 900 U 20S 40S 60S E
D
STREAM BED M
90 90 90 90 90 90 90 90 90 90 E 000 005 010 024 025 030 045 048 050 070 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH TROUT RIVER 60P 40 40
35 35
H
C
1
N
Y
Y
A
D
R
R
U
A
D
B 30 T 30
A
T
T
S
O
S
U
D
R
A
E
E
R
IB
IL
E
H
A
R
N
T
IT
R
E
T
U
W
D
H
E
T
F
C
C
M
O
N
N
E
25 E 25
L IT
A
U
L
R
IM
F
L
N
B
O
T
FLOOD PROFILES
C
S
)
8
A
8
E
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
90 91 91 91 91 E 070 003 005 010 020S SWMM NODE LOCATION L
A
R
-5 E
D
0 200 400 600 800 1000 1200 1400 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH EAST BRANCH 61P 30 30 SAINT JOHNS RIVER STORM SURGE EFFECT
H 25 D 25
A
IT T
R
E
O
E
E
W
E
IV
V
R
I
E
R
R
A
C T
R
D
N
N
A
S
Y
A
E
G
H
C
U
U
E
T
N
L
Q
T
0
F
A
U
R
1
N
N
O
1
IM
O
T 20 C 20
K
E
E
R
C
G
IN
15 15 H
IS
F
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
20 20 A 010S 020S
T
N
L
20 20 20 E
008 013 015 F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
20 U 005S E
D
(ALL JURISDICTIONS) STREAM BED M
20 200 200 200 200 20 200 20 20 20 E 000 00L1 00L2 00L3 00L4 001 01L 002 005L 006 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH ORTEGA RIVER 62P 40 40
Y
D
R
D
D
A
U
R
V
T
A 35 D 35
E
D
T
V
S
A
L
E
E
A
D
O
U
E
L
O
E
O
R
U R
IL
R
T
T
O
B
A
S
T
T
S
B
E
T
E
T
H
E
G
N
M
E
T
D
N
K
N
I
8
M
F
R
N D
1
A
U
1
O
N J
O
T
C
A
30 IT 30
L
S
K
E
B
IM
E
L
W
E
R
C
G
IN
25 25 H
IS
F
FLOOD PROFILES
)
8
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O 20 20 M
Y 040S 060S 1% ANNUAL CHANCE FLOOD C
C
L 20 20 2% ANNUAL CHANCE FLOOD N
E 0 035 059 A
G
V
10% ANNUAL CHANCE FLOOD R
20 20 20 U
E 030S 050S 058S
D
(ALL JURISDICTIONS) STREAM BED M
20 20 20 20 20 20 E 023 025 045 053 055 063 SWMM NODE LOCATION L
A
R
-5 E
D
13000 14000 15000 16000 17000 18000 19000 20000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH ORTEGA RIVER 63P 35 35
K
E
E
R
D
R
C
D
A
G
R
V
30 A 30
IN
E
D
V
L
H
E
A
U
S
L
I
O
O
U
F
R
O
B
H
S
T
B
E
IT
T
G
1
M
E
W
N
Y
N
I
M
E
N D
R
A
C
O
N J
A
N
C
A
25 E 25
T
L
S
U
E
B
U
L
F
W
IB
N
O
R
C
T
K
E
E
20 20 R
C
G
IN
FLOOD PROFILES
H
)
8
IS
Y
8
F
D
D
U
V
T
A 15 15
T
S
E
D
(N
E
E
T
R
E
IL
T
E
A
S
F
T
D
E
R
IN
D
G
3
N
F
0
IN
IO 1
O
H
2
T
10 IT 10
Y
IS
A
R
V
F
IM
A
E
H
L
L
T
E
IT
U
IB
W
R
E
C
Y
T
N
K
C
E
E
U
N E
L
R 5 5 E
F
C
G
N
O
21 A
C 100S
T
N
21 21 21 L
E
085AP 090 110 F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
10% ANNUAL CHANCE FLOOD R
21 21 21 U
E 020S 040S 070S
D
(ALL JURISDICTIONS) STREAM BED M
20 21 21 21 21 21 21 21 21 21 E 006 005 010 030 050 060 074 078 080 083 SWMM NODE LOCATION L
A
R
-10 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH FISHING CREEK 64P 30 30 SAINT JOHNS RIVER STORM SURGE EFFECT THE 2% ANNUAL CHANCE FLOOD ELEVATION IS TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD ELEVATION TO BE
R
D
D
E SHOWN SEPARATELY
A
R
D
D
25 IV 25
O
A
A
A
V
R
O
R
O
E
S
E
R
L
R
N
U
T
IN
R
H
L
O
N
A
O
O
E
T
B
J
R
M
D
S
T
A
U
R
E
IN
C
N
A
N
T
A
O
O
M
R
L
S
M 20 O 20
K
O
H
H
F
E
T
I
E
R
W
E
C
C
E
N
E
S
U
U
L
F
O 15 N 15
H
O
C
IN
G
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
D
V
A
D
E
L O
A
E
O
R
R
N
L
N
A
Y
Y
E
L
S
C
O
J
N
0 0 E
G
300 A 70S
T
N
30 L 30 E
065 072 F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
3001 300 300 3005 300 U 0APS 30S 40S 0APS 60S E
D
(ALL JURISDICTIONS) STREAM BED M
30 30 30 30 30 30 30 30 30 E 000 005 012 014 020 032 035 045 055 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH SAINT JOHNS RIVER 65P 55 55
Y
D
D
U
A
R
T
50 A 50
9
D
V
S
Y
D
E
A
D
A
A
L
O E
O
U
W
IL
R
O
H
R
A
N
E
B T
IG
O
V
E
S
IC
H
A
D
E T
W
G
F
T
N
A
A
A
L
A
O
L
T
45 IT 45
K
T
S
E
A
IM
E
L
R
C
E
S
U
40 40 O
H
IN
G
FLOOD PROFILES
)
8
8
D
V
A 35 35
(N
T
E
E
F
IN
N
IO
T 30 30
A
V
E
L
E
Y
C
N
25 25 E
G
A
T
N
L
E
F
M
,
E
Y 20 20 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 15 A
G
V
10% ANNUAL CHANCE FLOOD R
300 300 301 U 80S 90S 00S E
D
(ALL JURISDICTIONS) STREAM BED M
30 300 30 30 30 30 30 E 073 74S 075 085 093 095 107 SWMM NODE LOCATION L
A
R
10 E
D
12000 13000 14000 15000 16000 17000 18000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH SAINT JOHNS RIVER 66P 25 25 SAINT JOHNS RIVER STORM SURGE EFFECT
K
K
E
E
E
E
R
R
C
C
S
S
D
Y
Y
E
A
D
B 20 B 20
D N
O
A
D
D
A A
3
5
O
O
O
R
L
O
Y
Y
O
S
O
R
R
E
R
R
C
W
T
G
A
G
A
Z
K
R
O
T
A
H
T
H
E
E
E
D
U
U
E
H
L IT
IT
G
A
R
C
IB
IB
A
W
E
W C
C
N
Z
R
R
N
E
E
M
A
T
T A
S
A
C
Y
C
L
S
Y
S
N
A
P
N
15 B 15
2
K
E
E
B
D
U
E
U
&
O
L
L
E
F
O
F
1
R
Y
N
N
G
R
O
O
H
C
A
C
C
IT
T
S
U
W
Y
IB
E
B
R
C
D
T 10 N 10
O
E
U
O
L
F
G
N
FLOOD PROFILES
O
C
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
Y
C
N
-5 -5 E
G
33 A 040S
T
N
33 33 L
E
033 035 F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
30 33 U 009S 020S E
D
(ALL JURISDICTIONS) STREAM BED M
30 30 30 30 33 33 33 33 33 33 E 000 002 005 007AP 010 022 023 025 030S 031 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 E
F STREAM DISTANCE IN FEET FROM THE MOUTH AT SAINT JOHNS RIVER 67P 40 40
Y
D
U
35 T 35
E E
S
D
IV IV
E
R R
IL
D D
A
R R
T
E E
E
V V
D
A A
F
R R
P P
O
30 IT 30
K
E
IM
L
E
R
C
S
Y
B
25 25 D
O
O
G
FLOOD PROFILES
)
8
8
D
V
A 20 20
D
A
(N
O
T
R
E
S
E
G
F
IN
IN
K
N
D
L
IO
T 15 O 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
330 10% ANNUAL CHANCE FLOOD R
33 33 U 050S 060S 68S E
D
(ALL JURISDICTIONS) STREAM BED M
33 33 33 33 330 E 045 055 062 063 65AP SWMM NODE LOCATION L
A
R
-5 E
D
12000 13000 14000 15000 16000 E
F STREAM DISTANCE IN FEET FROM THE MOUTH AT SAINT JOHNS RIVER 68P 30 30
S
SAINT JOHNS RIVER Y
B
D
STORM SURGE EFFECT 6
O
25 Y 25
D
O
R
A
G
A
O
T
H
R
U
IT
D
IB
E
1
W
R
M
E
Y
T
A
C
R
K
N
N
E
E
N
A
E
U
U
T
R 20 L 20
K
C
F
U
E
N
E
IB
O
R
C
C
R
S
T
Y
B THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE K
D
E
O TO THE 1% ANNUAL CHANCE FLOOD PROFILE TO BE E
O
R
15 G SHOWN SEPARATELY 15
C
H
S
IT
Y
W
B
E
FLOOD PROFILES
C
D
)
N
O
E
8
8
O
Y
U
L
D
G
D
F
U
V
N
T
A 10 10
D
D
O
S
A
C
A
(N
D
O
O
T
E
R
E
R
IL
E
D
A
M
E
F
T
A
E
M
E
IN
D
A
B
N
N
N
F
U N
IO
O
S
U T 5 5
IT
A
V
IM
E
L
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
3100 310 U 6APS 20S E
D
(ALL JURISDICTIONS) STREAM BED M
30 31 31 31 310 31 310 31 31 31 31 310 E 005 001 002 005 06AP 007 10S 012 015 021 023 25AP SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH GOODBYS CREEK 69P 30 30
S SAINT JOHNS RIVER Y
B
D
STORM SURGE EFFECT 4
O
25 Y 25
O
D
R
A
G
A
T
O
H
U
IT
R
IB
N
K
2
W
E
E
R
E
V
E
Y
T
C
R
A
R
K
N
C
R
E
E
A
C
E
S
U
T
R
Y 20 L 20
C
B F
U
D
N
O
IB
O
O
C
R
G
T
H
K
IT
E
W
E
E
R 15 C 15
N
C
E
S
U
L
Y
F
B
N
FLOOD PROFILES
O
D
)
C
O
8
8
O
Y
D
G
D
U
D
V
T
A
A 10 10
O
S
(N
D
R
T
E
E
E
IL
D
E
A
A
F
E T
E
M
IN
D
Y
N
F
N
IO
N
O
T 5 U 5
IT
A
R
V
IM
E
L
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
320 320 U 10S 20S E
D
(ALL JURISDICTIONS) STREAM BED M
30 32 32 32 32 32 32 32 E 005 001 003 004 005 012 015 025 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH GOODBYS CREEK 70P 35 35
K
E
E
R
C
S
Y
Y
B 30 D 30
A
D
A
O W
O
D
O H
R
A
S
G O IG
G
R
H
H
3
IL
IT S
IN
Y
A
P
K
W I
R
R
D
IL
E
A
L
H
C
O
T
P 25 N 25
E
U
U
L
IB
F
R
N
O
T
C
K
E
E
20 20 R
C
S
Y
B
FLOOD PROFILES
D
)
O
8
8
O
G
D
V
A 15 15
(N
T
E
E
F
Y
IN
D
N
U
IO
T T 10 10
S
A
D
V
E
E
L
IL
E
A
T
E
D
Y
F
C
O
N
IT
5 5 E
IM
G
L
A
T
N
L
E
F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
10% ANNUAL CHANCE FLOOD R
350 350 U 15S 35S E
D
(ALL JURISDICTIONS) STREAM BED M
33 35 350 350 350 E 033 014 18AP 20S 25AP SWMM NODE LOCATION L
A
R
-10 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH GOODBYS CREEK 71P 40 40
2
Y
Y
R
D
A
U
T
H
T 35 E 35
U
IT
S
IV
IB
D
R
W
E
R
D
E
IL
T
E
C
A
K
N
N
T
E
4
E
O
E
E
Y
B
U
D
R
L
H
R
F
F
C
T
N
A
S
A
O
O
Y
T
R
30 IT 30
C
B
U
D
IM
O
L
IB
O
R
G
T
K
E
E
25 25 R THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE C
S
TO THE 1% ANNUAL CHANCE FLOOD PROFILE TO BE Y
B
SHOWN SEPARATELY FLOOD PROFILES
D
)
O
8
8
O
G
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
340 U 03S E
D
(ALL JURISDICTIONS) STREAM BED M
32 340 34 34 E 012 02AP 004 005 SWMM NODE LOCATION L
A
R
-5 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH GOODBYS CREEK TRIBUTARY 2 72P 30 30
K
E
E
R
C
S
Y
25 D 25
B
A
D
O
O
R
O
C
G
R
H
E 5
L
Y
IT
C
R
W
N
E A
A
C
T 20 S 20
N
U
E
U
IB
L
F
R
N
O
T
C
K
E
E
15 15 R
C
S
Y
B
FLOOD PROFILES
D
)
O
8
8
O
G
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
33 360 36 36 E 025 10S 015 020 SWMM NODE LOCATION L
A
R
-15 E
D
0 500 1000 1500 2000 2500 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH GOODBYS CREEK 73P 30 30
SAINT JOHNS RIVER STORM SURGE EFFECT
D
R
Y
A
D
D
V
U
D
R
E
T
R
A 25 L 25
A
V
S
U
V
E
D
O
E
L
E
L
B
U
IL
U
R
O
A
O
O
B T
B
B
E
IC
R
S
D
T
E
A
F
N
G
H
A
D
O
S
L K
O
IT 20 N 20
T
E
H
E
A
E
E
IM
L
U
R
Q
C
D
L
IE
F
15 15 N
E
E
R
G
FLOOD PROFILES
)
8
8
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
100 1002 1003 U 10S 0APS 0APS E
D
(ALL JURISDICTIONS) STREAM BED M
10 10 10 10 10 10 10 1004 1005 E 000 005 011 013 014 015 025 0AP 0AP SWMM NODE LOCATION L
A
R
-15 E
D
-1000 0 1000 2000 3000 4000 5000 6000 E
F STREAM DISTANCE IN FEET DOWNSTREAM OF QUEENS HARBOR BOULEVARD 74P 35 35 SAINT JOHNS RIVER STORM SURGE EFFECT
Y
D
U
H 30 T 30
D
E
IT
S
A
R
U
D
E
O
W
E
N
IV
E
R
E
IL
C
V
D
R
A
E
N
T
T
A
E
E
M
U
N
U
D
A
O
N
L
R
N
F
F
U
T
N
N
D
O
U
O
25 IT 25
C
H
IM
C
L
N
A
R
B
Y
E
20 20 L
L
U
G
FLOOD PROFILES
)
8
8
D
V
A 15 15
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
C
N
5 5 E
G
A
T
N
L
E
F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 30 2% ANNUAL CHANCE FLOOD N
E -5 015 A
G
V
10% ANNUAL CHANCE FLOOD R
30 30 U 010S 030S E
D
(ALL JURISDICTIONS) STREAM BED M
30 30 30 30 30 30 30 E 000 002 003 005 007 020 035 SWWM NODE LOCATION L
A
R
-10 E
D
0 1000 2000 3000 4000 5000 6000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH TROUT RIVER 75P 25 25
SAINT JOHNS RIVER STORM SURGE EFFECT
20 20
R
E
E
U
N
IV
E
R
V
T
A
U
N
O
N
R
U
T
D 15 H 15
IT
W
K
E
E
C
N
E
E
R
U
L
C
F
F
N
L
O
C 10 10 A
H
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
F
N
L
IO
A
1
T
0 Y 0
H
A
R
H
V
A
E
T
I
T
L
E
U
W
E
IB
C
R
N
T
Y
E
K
C
U
E
L
E
N
F
R
E -5 N -5
C
O
G
C
A
T
N
20 20 20 L 022L 023 025 E
F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
20 U 020S E
D
(ALL JURISDICTIONS) STREAM BED M
20 20 20 20 20 20 20 20 20 20 20 E 000 001 002 003 004 005 006 007 020 021 022 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH TROUT RIVER 76P 40 40
2
Y
R
A
T
U
Y
IB
D
R
U
D
T
T
35 A 35
D
K
S
O
E
A
E
D
R
O
E
R
N
R
IL
C
O
D
A
F
S
E
L
T
N
E
M
A
H
D
A
H
O
N
F
H
J
N
O
IT
U
C
30 IT 30
V
W
E
IM
C
L
K
N
E
E
E
U
R
L
F
C N
O
F
C
L
25 25 A
H
FLOOD PROFILES
)
8
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
20 20 U 030S 050S E
D
(ALL JURISDICTIONS) STREAM BED M
20 20 20 20 20 20 E 026 027 032 035 040 060 SWMM NODE LOCATION L
A
R
-5 E
D
13000 14000 15000 16000 17000 18000 19000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH TROUT RIVER 77P 40 40
K
E
E
Y
R
D
U
C
D
T
F
35 A 35
D
L
S
O
A
A
D
R
O
H
E
N
R
H
IL
O
D
A
IT
S
E
T
N
E
M
W
H
D
A
E
1
O
C
N
F
Y
J
N
N
O
E
R
U
C
U
30 IT 30
V
A
L
F
T
IM
N
L
U
O
B
C
I
R
T
K
E
25 25 E
R
C
F
L
FLOOD PROFILES
A
)
8
H
8
D
V
A 20 20
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
T
N
L
E
F
M
,
E
Y 5 5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 0 A
G
V
10% ANNUAL CHANCE FLOOD R
21 21 U 020S 040S E
D
(ALL JURISDICTIONS) STREAM BED M
20 21 21 21 21 E 025 005 010 030 045 SWMM NODE LOCATION L
A
R
-5 E
D
0 1000 2000 3000 4000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH HALF CREEK 78P 45 45
40 40
2
Y
35 35 R
A
T
U
B
I
K
R
E
E
Y
T
R
D
K
U
C
T
F
E
L
E
30 S 30
A
D
R
H
E
H
C
IL
A F
IT
T
L
FLOOD PROFILES
E
W
A
)
D
E
8
H
C
F
8
N
O
E
D
U
IT
V
L
A 25 25
F
IM
N
L
(N
O
T
C
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
T
N
L
E
F
M
,
E
Y 10 10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E 5 A
G
V
10% ANNUAL CHANCE FLOOD R
U
E
D
(ALL JURISDICTIONS) STREAM BED M
20 220 E 035 10AP SWMM NODE LOCATION L
A
R
0 E
D
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH HALF CREEK 79P 25 25
SAINT JOHNS RIVER STORM SURGE EFFECT
Y
A
R Y
H
T
W
E T
A
T
20 T 20
D
E
S
E
T
IT
T
E
E
IV
T
T A
E
W
E
S
E
T
E
T
E
E
E
E
W
R
R
S O
E
E
R
E
D D E
E
R
R
E
E
T
S
E
R
R
E E
T
S R
A A
T
R
T
R
R
E
P
R T
C R
T
N O O
S
D
S T
T
R S
S
T
X
T
N
R R E
H
D
S
H
S
P
T
Y
S
S
E
E
R
O L
S
S
A
IL T IL
E
M
X
T
E
U
Y
R
A
N
T
Y IN
R
A A
E K
J
A
R
T
L
A
B S
S A
O
A
U
R R
R
T
F E
N
A
T
E
1
B
B
T
R
A
A
N
T
M N
R
IB
IN
P
L
U
G
O
O
S
L
U
M
A
A
F
H
15 C 15
IN
H
S
L
K
R
E
A
E
R
C
N
A
10 10 G
O
H
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
T
E
E
Y
R
C
T
N
S
-5 -5 E
D
G
A
O
A
R
B
T
N
L
E
401 F 401 M
05S ,
40S E
Y -10 -10 G
T 40 A 100
N
LEGEND N
A 400 0.2% ANNUAL CHANCE FLOOD U 400
O
98S M 05S
Y 1% ANNUAL CHANCE FLOOD C
C
40 L 40 N 40 400 135 2% ANNUAL CHANCE FLOOD
097 E -15 004 34S A
G 400 400 400 400 400 V 400 400 400 401 401 401 401 10% ANNUAL CHANCE FLOOD R 31S 60S 70S 80S 84S 90S 92S 14S U 02S 20S 30S 34S E
D
(ALL JURISDICTIONS) STREAM BED M
40 400 40 40 40 400 40 40 40 40 40 40 40 40 40 40 E 000 07S 025 044 048 50S 0055 065 075 083 085 091 110 118 125 133 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH SAINT JOHNS RIVER 80P 35 35
Y
D
U
30 T 30
D D
S
T T
A A
T T
D
E E
O O
E E
E
E E
E E
R R
R R
IL
R R
D D
T T
A
T T
E E
T
S S
S S
E
M M
H H
H H
D
A A
T T
T T
N N
0 1
F
6 8
1 1
N N
O 25 U U IT 25
K
IM
L
E
E
R
C
N
A
20 20 G
O
H
FLOOD PROFILES
)
8
8
D
V 15
A 15
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
C
N
5 5 E
G
A
T
N
L
E
F
M
,
E
Y 0 0 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -5 A
G
V
401 401 401 401 401 4018 10% ANNUAL CHANCE FLOOD R
U 44S 50S 60S 63S 70S 0APS E
D
(ALL JURISDICTIONS) STREAM BED M
40 40 40 401 40 40 40 E 143 145 155 62S 165 175 185 SWMM NODE LOCATION L
A
R
-10 E
D
9000 10000 11000 12000 13000 14000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH SAINT JOHNS RIVER 81P 25 25 INTRACOASTAL WATERWAY
L
STORM SURGE EFFECT A
K
N
E
A
E
R C
D
C
O
N
O
E 20 D 20
P
W
A
L
G
O
A
O
R
D
H
O
N
H
L
A
B
IT
S
A
W
P
D
E N
N
C
A
A
N
S
1 15 E 15
Y
U
K
L
R
E
F
A
E
N
T
O
R
U
C
IB
C
R
N
T
E
P
10 10 G
O
H
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
Y
C
N
-5 -5 E
G
A
T
N
L
E
F
M
,
E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
U
29 28 E 250S 250
D
(ALL JURISDICTIONS) STREAM BED M
40 40 28 E 000 005 550 SWMM NODE LOCATION L
A
R
-20 E
D
5000 6000 7000 8000 9000 E
F STREAM DISTANCE IN FEET UPSTREAM OF THE CONFLUENCE WITH PABLO CREEK 82P 30 30
K
E
E
R
Y
E
D
C
IV
E E
U
N
R
IV IV 25 E T 25
P
R R
D
S
G
K
D
D D
E
O
E
T S
E
L
S
H
IL
R
L
E
H
A
A
C
R
T
IT
F
N
1
E
C
W
O
N
D
Y
N
T
O
E
F
O
R
Y
G
C
C
O
A
N
L
N
IN
A
E
IT
T 20 A 20
V
F C
U
O
U
L
IM
C
F L
IB
N
O R
C
T
K
E
E
15 15 R
C
N
E
FLOOD PROFILES
P
G
)
8
O
8
H
D
V
A 10 10
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
T
N
L
E
F
M
,
E
Y -5 -5 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -10 A
G
V
10% ANNUAL CHANCE FLOOD R
41 41 41 41 U 002 004S 010S 020S E
D
(ALL JURISDICTIONS) STREAM BED M
28 41 41 41 41 41 41 41 E 250 003 005S 007 008 015 017 025 SWMM NODE LOCATION L
A
R
-15 E
D
0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET UPSTREAM OF CONFLUENCE WITH HOGPEN CREEK 83P 25 25
INTRACOASTAL WATERWAY STORM SURGE EFFECT
S
Y
2
IN
D
D
D
K
D
U
N
D
R
P
H
R
T
R
20 A 20
D
A
O
E
A
IT
A
V
S
K
A
V
1
IV
D
H
V
E
D
E
W
O
E
Y
L
E
R
A
H
E
E
L
E
L
R
U
R
O
R
IL
D
IT U
C
U
A
O
D
S
A
R
O
C
N
O
T
E
W
S
B T
S
E
O
U
B
E
B
E
M
A
L
G
U
IC
A
C
T L
IB D
A
L
B
N
T
I
S T
N
F
R
N
ID
A
F
N
K E
E
U
N
P
N
R
T
A
R
O
U
C
O
U
O
L
K
L
O
L
C 15 IT 15
E
T
F
F
F
K
E
A
N
IM
E
R
O
L
C
E
C
R
C
S
IN
10 10 K
P
O
H
FLOOD PROFILES
)
8
8
D
V
A 5 5
(N
T
E
E
F
IN
N
IO
T 0 0
A
V
E
L
E
Y
C 30
N
-5 025 -5 E
G
30 30 A 033 040S
T
N
30 30 30 30 L 30 E
030S 035 037 043 045 F
M
THALWEG IS NOT AVAILABLE DOWNSTREAM OF THIS LOCATION , E
Y -10 -10 G
T
A
N
LEGEND N
A 0.2% ANNUAL CHANCE FLOOD U
O
M
Y 1% ANNUAL CHANCE FLOOD C
C
L 2% ANNUAL CHANCE FLOOD N
E -15 A
G
V
10% ANNUAL CHANCE FLOOD R
30 30 30 30 U
E 001S 005S 010S 020S
D
(ALL JURISDICTIONS) STREAM BED M
29 29 30 30 30 30 30 30 30 E 990 995 001 002 003 007 015 016 017 SWMM NODE LOCATION L
A
R
-20 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET CONFLUENCE WITH PABLO CREEK/INTRACOASTAL WATERWAY 84P