Citation
Beach monitoring project, Sand Key phase II beach nourishment program (North Redington Beach and Redington Shores) post-nourishment report

Material Information

Title:
Beach monitoring project, Sand Key phase II beach nourishment program (North Redington Beach and Redington Shores) post-nourishment report
Added title page title:
Sand Key phase II beach nourishment program (North Redington Beach and Redington Shores) post-nourishment report. Part II, Offshore profiles and wave data (survey of April 25-26, 1989)
Creator:
Lin, Li-Hwa
Dean, Robert G ( Robert George ), 1930-
University of Florida -- Coastal and Oceanographic Engineering Dept
Place of Publication:
Gainesville, Fla
Publisher:
Coastal & Oceanographic Engineering Dept., University of Florida
Publication Date:
Copyright Date:
1989
Language:
English
Physical Description:
1 v. in various foliations : ill. ; 28 cm.

Subjects

Subjects / Keywords:
Shore protection -- Florida ( lcsh )
Beaches -- Florida ( lcsh )
Beach erosion -- Florida ( lcsh )
Coastal and Oceanographic thesis M.S
Coastal and Oceanographic Engineering -- Dissertations, Academic -- UF
Genre:
technical report ( marcgt )
non-fiction ( marcgt )

Notes

General Note:
"June, 1989."
General Note:
"UFL/COEL-89/010."--Cover.
Statement of Responsibility:
by Li-Hwa Lin and Robert G. Dean ; prepared for Pinellas County and Division of Beaches and Shores, Florida Department of Natural Resources.

Record Information

Source Institution:
University of Florida
Holding Location:
University of Florida
Rights Management:
All applicable rights reserved by the source institution and holding location.
Resource Identifier:
20280104 ( OCLC )

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Full Text
UFL/COEL-89/010

BEACH MONITORING PROJECT SAND KEY PHASE II BEACH NOURISHMENT PROGRAM (North Redington Beach and Redington Shores) Post-Nourishment Report PART II Offshore Profiles and Wave Data (Survey of April 25-26, 1989)
by
Li-Hwa Lin and
Robert G. Dean
Prepared for:
Pinellas County and
Division of Beaches and Shores Florida Department of Natural Resources

June, 1989




REPORT DOCUMENTATION PAGE
1. Rpor No 2.3. Recipient Accession No.
4. Title sad Subtitle 5. Report Date
BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
PART II Offshore Profiles and Wave Data 6.
(Survey of April 25-26,_1989) I I
7. Author(s) 8. Performing Organization Report No.
Li-Hwa Lin
Robert G. Dean UFL/COEL-89/010
9. Performing Organization Name and Address 10. project/Task/Work Unit No.
Coastal and Oceanographic Engineering Department University of Florida 11. Contract or Grant No.
336 Weil Hall
Gainesville, FL 32611 13. Type of Report
12. Sponsoring Organization Name and Address
Pinellas County
and Final
-Division of Beaches and Shores
Florida Department of Natural Resources 14.
15. Supplementary Notes
16. Abstract
This study presents the fourth post-nourishment survey (April 1989) results for the Sand Key Phase II beach nourishment project carried out in June, 1988. The monitoring program to this beach nourishment project is a joint effort between the University of South Florida and University of Florida. The field surveys include a total of 26 profiles, encompassing approximately 3 miles of shoreline extending from DNR R-96 to R-ll. The total calculated volume loss of sand in the nourished segment (from R-99G to R-107) between the July 88 and April 89 surveys is 55,919 cubic yards, which is a loss about 10.6 percent of 529,150 cubic yards actually placed in the nourishment project. The total loss of sand computed in the entire survey area is 20,371 cubic yards, which is only 3.8 percent of the sand placed in the nourishment project. It is stressed that a part of these net volume reductions is due to the background erosion and not due to spreading losses induced by the nourishment project.

17. Originators Key Words 18. Availability Statement
Nourishment Profiles Survey
Volume Change
19. U. S. Security Classif. of the Report 120. U. S. Security Classif. of This Page 21. No. of pages 22. Price
Unclassified I Unclassified 1 162




BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
(North Redington Beach and Redington Shores)
Post-Nourishment Report
PART II Offshore Profiles and Wave Data
(Survey of April 25-26, 1989)
Submitted to: Pinellas County and
Division of Beaches and Shores
Florida Department of Natural Resources
by
Li-Hwa Lin
and
Robert G. Dean Department of Coastal and Oceanographic Engineering
University of Florida Gainesville, FL 32611

June, 1989




BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
(North Redington Beach and Redington Shores)
Post-Nourishment Report
PART II Offshore Profiles and Wave Data
(Survey of April 25-26, 1989)
Submitted to:
Pinellas County and
Division of Beaches and Shores
Florida Department of Natural Resources
by
Department of Coastal and Oceanographic Engineering
University of Florida and
Department of Geology
University of South Florida
PART I Beach profiles (USF Separate Report)
PART II Offshore profiles and wave data (UF)
PART III Sediment analysis (USF Separate Report)
PART IV Shoreline maps (USF Separate Report)

June, 1989




TABLE OF CONTENTS

page
INTRODUCTION ................................ 1
ADVANCED SUMMARY ........................... 3
PURPOSE .................................... 3
SURVEY AND REPORT SCHEDULE .................... 3
FIELD METHODOLOGY ........................... 3
Landward Portion of Profile ........................ 5
Gulfward Portion of Profile ......................... 5
Difficulties Encountered in the Surveys .................. 6
ANALYSIS AND PRESENTATION ..................... 6
CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT 7 WAVE DATA ................................... 10
APPENDIX I: COMBINED OFFSHORE AND BEACH PROFILES. I-1 APPENDIX II: THE FIRST (JULY 88) AND FOURTH (APRIL 89) POST-NOURISHMENT PROFILES .................... II-1
APPENDIX III: SUMMARY OF WAVE DATA .............. III-1




BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM Post-Nourishment Report
PART II Offshore Profiles and Wave Data (Survey of April 25-26, 1989)
INTRODUCTION
This is the fifth in a series of reports presenting offshore survey results for the Sand Key Phase II beach nourishment project carried out in June, 1988. This project comprised the placement of 369,714 cubic yards of sand (paid yardage) obtained from Johns Pass ebb tidal shoals, delivered by pipeline dredge and placed along 1.6 miles of Sand Key shoreline. As shown in Figure 1, the monitoring project encompasses approximately 3 miles of shoreline extending from Florida Department of Natural Resources (FDNR) Monument No. R-96 to FDNR Monument No. R-111.
This field program to document the performance of this beach nourishment program is a joint effort between the University of South Florida (USF) and the University of Florida (UF). The USE has presented their results in a series of four reports.
This report is organized as follows. The main body of this report describes the survey methods, problems encountered and any necessary adjustments to the survey data. The following section presents an analysis of volume changes of sand for the entire survey region at North Redington Beach and Redington Shores. The volumes of sand remaining as determined by the April, 1989 survey are compared with the first post-nourishment (July, 1988) surveyed volumes, thus providing a measure of project performance over this ten month period. The final section of the main body describes the wave data from the Clearwater gage which is maintained by the Univeristy of Florida. Appendix I presents the combined USE and UF profiles for the fourth post-nourishment (April 25-26, 1989) survey. Appendix II presents, for each profile line, the profiles obtained from the first (July 88) and fourth (April 89) post-nourishment surveys. Appendix III presents the wave data obtained in February, March, and April, 1989, from the UF maintained gage off Clearwater. The digitized data for this and the four earlier surveys in the form of floppy disks have been forwarded to Pinellas County and the Division of Beaches and Shores of the Florida Department of Natural Resources.




Fig. 1: A plan view of beach monitoring profiles in the Sand Key project.




ADVANCED SUMMARY

The change in sand volume of the nourished beach was computed based on the first (July 88) and fourth (April 89) post-nourishment surveys. The change is a loss of 20,371 cubic yards between profiles R-96 and R-111G, which is a loss of about 3.8 percent of 529,150 cubic yards, the total amount of sand actually placed in the nourishment project. The change within the nourished area (R-99G to R-107) is 55,919 cubic yards, amounting to approximately 10.6 percent.
PURPOSE
The main objective of the project is to develop and interpret survey data. Based upon the surveyed profile data, changes in sediment volumes along the shoreline can be computed. At the end of the two year project the littoral sediment budget in the North Redington Beach and Redington Shores can be evaluated. Therefore, the long-term shoreline changes and sand losses for the project area can be estimated. Also, by using this information and the wave information collected from the Clearwater wave gage, a wave refraction study of the monitored project area will be performed. The wave refraction study will allow comparison between predicted and measured performances of the beach nourishment project. It can be used also to interpret the sediment motion between any two surveyed profiles.
SURVEY AND REPORT SCHEDULE
The monitoring study is for a duration of two years plus pre- and postnourishment surveys. The offshore profiles were taken immediately prior to the nourishment project and immediately upon completion of the nourishment. Offshore profiles are to be taken at three month intervals for the first twelve months. During the second year after the initial nourishment, profiles will be taken at six month intervals. Individual reports have been completed for the pre-nourishment and first three post-nourishment surveys. A report will be prepared for each additional post-nourishment survey.
FIELD METHODOLOGY
The field survey program includes a total of 26 profiles. The corresponding profile azimuths were established by USF for the pre-nourished beaches representing an approximate shore normal direction at that time (also see Figure 1). The profiles are located at the U.S. Army Corps of Engineers profile points which are D.N.R. reference monuments listed in Table 1. These profile lines include R-96, R-97, R-98A, R-99A, T100, TiOQA, R101, Ri0lA, R102, R103, R1O3A, T104,




TABLE 1: MONUMENTS INCLUDED IN SURVEY PROGRAM State Plane Coordinates (from D.N.R.)

Station*
R-96 R-97 R-98G T-98A
R-99G R-99A T-100 T-100A
R-101 R-101A R-102 R-102G R-102A R-103 R-103A T-104 T-104A R-105 R-105G R-105A T-106 T-106A
R-107 R-107A R-108 R-108G R-109 R-110G R-111G

Easting (x
(feet)
227958.485
228343.814 228772.087 229028.789 229275.691 229597.306 229891.061 230148.906
230423.542 230688.978 231008.001 230898.594 231116.317 231360.509 231583.068 231879.478
232146.410 232484.160 232455.921
232744.670 233058.630 233416.537 233776.623
234162.479 234582.270
234521.211 235223.399 236031.320 236870.595

Northing (y (feet)
1276710.289 1275866.521 1275053.219 1274566.127 1274163.874 1273596.413 1273110.390 1272691.171 1272252.968 1271769.475 1271352.894 1271308.691 1270935.255 1270528.098 1269891.226 1269383.631 1268917.614 1268492.980 1268467.560 1268091.876 1267702.733 12673 04 .950 1266915.338
1266496.174 1266287.600
1266249.446 1265406.463 1264755.180
1264146.555

*'G' monuments established by USF Geology Dept., May, 1988
**Monument height (z) referenced to N.G.V.D. 1929

Mon. Ht.**(z)
(feet) 5.93
6.46 6.79
6.14 6.29 7.63 9.06 8.31 8.36 6.92
5.48 6.74 5.68 6.19 6.82
6.42 7.65
6.24 6.52
6.45 6.48 6.01
6.04 4.25 6.58 7.69
7.46 5.87 6.27

Azimuth
(0) 255 250
240 240 240 240 240 260
243 248
250
247 240 245 240 240
230 235
245 240 235
240
240 230
220 220




T104, R105, R105A, T106, T106A, R107, R107A, R108, R109, R110, and R111. For all these profiles, the D.N.R. monuments serve as the baseline points for the survey except for profiles R-102, R-105, and R-108 where the 'G' monuments established on the gulf front seawall by the University of South Florida are used as the baseline points.
The field surveys are divided into a landward portion (conducted by USF) and a gulfward portion (conducted by UF).
Landward Portion of Profile
The technique of documenting the landward portion of the profiles has been described in earlier USF reports, but will be presented briefly here.
The survey procedures for the landward portion of the profile are standard for land surveying. Basically a leveling rod is held vertical at points of interest by a 'rod-person' and in this case the elevation is read using a transit. The distance from the transit to the rod is established optically by reading stadia hairs on the telescope of the transit. This procedure is continued out to wading depth where the boat surveys continue the profile line into the gulf. In order to obtain the maximum possible overlap between the landward and gulfward portions of the lines, it is desirable to conduct the landward surveys at low tide and the gulfward surveys during high tide.
Gulfward Portion of Profile
The offshore profile survey is performed using a computer controlled survey system installed on a 26 feet aluminum power boat. The survey system includes a fathometer unit (Model 412 Auto Track) and a range finder (Mini-Ranger Falcon 484). The fathometer is able to measure water depths ranging from 2.0 to 999.9 feet and provides an accuracy within + 0.1 foot. The range finder can measure distance between the receiver transmitter located on the boat and a microwave transponder located on shore up to distances of 10 nautical miles with a probable error range of + 6 feet. When sampling a profile, the boat moves relatively slowly along the profile in order to obtain dense data points. In the shallower water depths, a boat speed of 4 knots is maintained and in deeper water where the bottom slopes axe less, a speed of 6 knots is maintained. The measured profile data obtained from the fathometer and the range finder are recorded in a Toshiba Micro-computer at a sampling rate of one data point per second. Therefore, the horizontal distance between any two contiguous sample points is about 7 feet in the nearshore area, and 10 feet in the offshore area.




The Mini-Ranger which is used for horizontal positioning consists of a 'master' unit mounted on the boat and a 'slave' unit located on the shore reference point from which the profile is being measured. Upon command from the master unit (at one second intervals), the slave unit responds and the delay between command and receipt of response is interpreted as distance. Since only one transponder is utilized, thus providing distance from the reference point, the alignment along the profile is provided by positioning two large orange-color target boards on the beach. They are separated by some distance and aligned with the profile azimuth by using a transit. The boat then moves in a course adjusted visually on line with the two target boards. Two survey runs are usually carried out for each profile line. An extra run may be added to profile surveys if any irregularities of the survey system are encountered during the profiling. For the post-nourishment survey conducted in April, 1989, the profile surveys were extended gulfward to a water depth of 18 feet.
Difficulties Encountered in the Surveys
No difficulties were experienced during the April, 1989 survey.
ANALYSIS AND PRESENTATION OF DATA
The offshore profile data obtained in the field are analyzed in the Coastal Laboratory of the Department of Coastal and Oceanographic Engineering at the University of Florida. After the data are retrieved from the field, they are transferred from the Toshiba Micro-computer to a standard VAX-750 computer for later analysis. The first step in the analysis of surveyed profile data is to eliminate any erratic points in the depth measurements with frequencies smaller than 0.1 Hz by utilizing a nine-point rectangular filter. The second step is to adjust the water depth data, based upon the measurements of daily tides from a tide gage, to N.G.V.D datum. The third step is to reformat the data based on a linear interpolation to generate profile data points at spacings of 10 feet in horizontal distance from the baseline. The fourth step is to blend the two or three runs of a profile into one single profile. The reduced data indicate the final form for the surveyed profiles and are available in 5.25" floppy diskettes at the Department of Coastal and Oceanographic Engineering, University of Florida.
Appendix I presents plots combining the offshore profiles and beach profiles, surveyed by the Department of Geology, University of South Florida, for the postnourishment survey. Appendix II presents the offshore and beach profiles for both the first (July 88) and fourth (April 89) post-nourishment surveys. Some of the composite profiles are seen to have a segment which is dashed in the nearshore




area. The dashed line indicates the 'constructed' profile which is not available from either the beach/nearshore profile survey or the offshore profile survey. It is constructed in a sense that if no bar formation is present in the adjacent profiles a simple interpolation is then inserted for the gap. Otherwise, a smoothed bar segment similar to the neighbouring profiles is established in the gap. The offshore profiles R-101, R-101A, R-102G, and R-102A were not measured for offshore distances greater than 700 feet for this post-nourishment survey. For plotting purposes for these four profiles,.the missing offshore portions between 700 feet and 6000 feet were taken the same as those surveyed in January, 1989. A comparison of profiles T-104 between July 88 and April 89 surveys reveals large differences of the two for offshore distances greater than 1,800 feet. It is noted here that the offshore portion of T-104 was not measured in July, and it was linearly interpolated between the two adjacent profiles: R-103A and T-104A. Thus, the interpolated T-104 profile of July 88 is less accurate than the measured one of April 89.
CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT
The volume changes of sand for the nourished beach are computed by adding the volume changes of sand in every two adjacent profiles between the July 88 and April 89 surveys. In computing the volume change between any two adjacent profiles, the volume change per beach length at each profile is first calculated. This is equivalent to computing the area change of sand in a profile between the July 88 and April 89 surveys. The individual profile area is obtained by using a trapezoidal rule to numerically integrate the area from the monument to a reference offshore distance, which is normally chosen at the place where the water depth is equal to 12 feet. The volume change in any two adjacent profile lines is computed, based on the spacings between the two profiles, and using the trapezoidal rule. A positive change of volume corresponds to an increase of volume and indicates a convergence zone of sand, while a negative change of volume corresponds to the decrease of sand and a divergence zone. Table 2 presents the results for the computation of volume changes from profiles R-96 to R-111G between the July 88 and April 89 surveys. The integration of sand area in a profile is referred to N.G.V.D, 1929, and is carried out from the monument location to a 12 feet depth offshore distance.
Figure 2 shows the computed volume changes and cumulative changes in the survey region between July 88 and April 89 surveyed data. It is seen in Figure 2 that the greatest volume losses occur in two areas: one is between R-99G and T-100A, and another is between T-104A and R-107. As with the July 88 to April 89 volume changes, these losses appear to be due to a combination of three effects:
(1) the expected "spreading" losses associated with the nourishment project, (2)




TABLE 2: CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT.

Station* Spacing
(feet)

R-96 R-97 R-98G R-98A R-99G R-99A T-100 T-100A R-101 R-101A R-102G R-102A R-103 R-103A T-104 T-104A R-105G R-105A T-106 T-106A R-107 R-107A R-108G R-109 R-110G R-111G

928 919 550 472 652 568 492 517 552 506 432 475 675 588 537 546 474 500
535 530 570
435 1097 1038 1037

length** (feet)

2800
1300 1400 1450 1400 1450 2300 2000 3200 3500 3300 3550 3250 2950 2200 2200 1200 1700 1800 2050 2050 1900 1750 1900 1000 2100

vol.*** per unit beach length(ft2) July 88 April 89

-35200
-12234
-14131
-12377
-12692
-12562
-24302
-17920
-36449
-41075
-37414
-40252
-34098
-32622
-20343
-20251
-8906
-14376
-15003
-17598
-18521
-18050
-14419
-17365
-6193
-20871

-35090
-12240
-13942
-12097
-12991
-13319
-24500
-18283
-35824
-40490
-37117
-39832
-33878
-32984
-19965
-20929
-9384
-15120
-15532
-18423
-18744
-17255
-14353
-17146
-6217
-20724

vol. change per unit length(ft2)

110
-6
189 280
-299
-757
-198
-363 625 585 297 420 220
-362 378
-678
-478
-744
-529
-825
-223 795 66 219
6
147

vol. change (cubic yard)

1797 3131 4788
-168
-12758
-10042
-5117 2499 12356 8274 5739 5619
-1783
180
-2976
-11696
-10723
-11785
-13411
-10295 6034 6942 5786 4313 2925

Volume changes from R-99G to R-107 in cubic yards Volume changes from R-96 to R-111G in cubic yards

= -55,919 = -20,371

* nourished area from R-99G to R-107
** horizontal distance over which volume is integrated (from baseline
to an approximate depth of 12 ft)
***volume relative to N.G.V.D. 1929




5,000

10, 000

ALONGSHORE DISTANCE (FT)

5,000

10. 000

ALONGSHORE DISTANCE (FT)

15,000
-+ NORTH

15, 000
-+ NORTH

Fig. 2: Local and cumulative volume changes of sand after beach nourishment

TOTAL CHANGE (TARO3) = -20371
-------- NOV88
_ JAN89
APR89
C3II I II I I I I I o 0N 0)
I0C =4

-100

NOURISHED SEGMENT
REDINGTON SHORES BRERKWNRTER
*I 00
CO I CO to I I In (nI CU. C30 C CC
C,. C3
C2 ,, 2 ,-' 2 2CI : a I I w wc




trapping of the northerly transport by the Redington Shores breakwater, and (3) the background erosion. Also shown in Figure 2 are the volume changes for the July 68, Nov 88 and Jan 89 surveys. It is seen that more erosion occurred in the area between T-104A and R-107, and some deposit of sands at R-99A after the Jan 89 survey. Sand is seen to move back into the survey region from the most northerly profile R-96 than the southerly profile R-111G. The changes from Jan 89 to April 89 were relatively small.
The total calculated volume loss of sand in the nourished segment (from R-99G to R-107) between the July 88 and April 89 surveys is 55,919 cubic yards, which is a loss about 10.6 percent of 529,150 cubic yards of material actually placed in the nourishment project. However, most of the lost volume of sand is found to remain in the neighbourhood inside the entire survey region. The total loss of sand computed between R-96 and R-111G is 20,371 cubic yards, which is only 3.8 percent of the sand placed in the nourishment project. It is stressed that a part of these net volume reductions is due to the background erosion and not due to spreading losses induced by the nourishment project.
WAVE DATA
The wave data were collected by a UF maintained underwater pressure gage located about 3 miles offshore Clearwater Beach, Florida. The data contain unidirectional wave information, including modal wave -period and significant wave height. The directional wave gage was installed in early June, 1989. Until the directional wave gage is available in collecting wave data, wave directions are assumed to be the same as the local wind directions. Appendix III presents the wave data collected in February, March, and April, 1989. The wave refraction analysis is in process and will be published as an addendum to this report.




APPENDIX I:
COMBINED OFFSHORE AND BEACH PROFILES




APPENDIX I:
COMBINED OFFSHORE AND BEACH PROFILES
OFFSHORE AND BEACH PROFILE NOTES: a. All elevations are in feet and tenths and are referred to
N.G.V.D. 1929.
b. Coordinates are based on the standard plane rectangular
coordinate system for the state of Florida.
c. Azimuths (0 = north) are clockwise relative to magnetic north. d. Profile azimuths were established for the pre-nourished
beaches representing a shore normal strike at that time.
e. D.N.R. monuments are standard bronze disks set in concrete. f. USF Coastal Research Lab 'G' monuments represent surveyed
gulfward markers of the Corps of Engineers monuments.
g. Plotted offshore profiles begin at the DNR/USF-'G' monuments
located on the seawall and extend gulfward.

I-1




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0
(MONUMENT)

200

1000

1200

1400

FEET

COUNTY:P I NELLAS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-96 1/4
SURVEY BEAR(MAG. N):255 BEACH SURVEY:28APR89 OFFSHORE SURVEY:26APR89

COMBINED PROFILE
- MEASURED PROFILE
-- -CONSTRUCTED PROFILE

1600

4#%

.... ---------

............... :

" T " I ----

....-----+----F-

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--- ---- ---. ..
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-96 2/4
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-96 3/4
SURVEY BERR(MRG.N):255 BEACH SURVEY:28RPR89 OFFSHORE SURVET:26RPR89

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COASTAL & OCEAN ENG DEPOT
UNIVERSITY OF FLORIDA

RANGE:R-96 4/4
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RANGE:R-97 1/4
SURVEY BEAR(MAG.N):250 BEACH SURVEY:28APR89 OFFSHORE SURVET:26APR89

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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-97 2/4
SURVEY BEAR(MRG.N):250 BEACH SURVEY:28APR89 OFFSHORE SURVEY:26APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-97 3/14
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-97 4/q
SURVEY BEAR(MAG.N):250 BEACH SURVEY:28APR89 OFFSHORE SURVEY:26APR89

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-98G 1/q
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-98G 2/4
SURVEY BEAR(MRG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:26RPR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-98G 4/4
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RRNGE:T-98A 2/I
SURVEY BEAR(MRG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:26APR89

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-98R 14/4
SURVEY BEAR(MAG. N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:26APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-99G 2/4
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RRNGE:R-99G 3/q
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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-99G Ll/U
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-99R 1/4
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COUNTY:P I NELLRS COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-99R 2/q
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-99R 3/4
SURVEY BEAR(MRG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:26APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-99R 4/4
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-100 1/q
SURVEY BERR(MAG.N):24O BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25RPR89

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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-100 2/4
SURVEY BEAR(MAG.N):240 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COASTRL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:T-100 3/4
SURVEY BEAR(MRG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25RPR89

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RRNGE:T-100 4/4
SURVEY BERR(MAG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COUNTY:P INELLRS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-1OOA 1/4
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COUNTY:P I NELLF1S
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-IOOR 2/L
SURVEY BERR(MRG. N):260 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-IOOA 3/4
SURVEY BEAR(MAG. N):260 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:T-OOR 14/4
SURVEY BEAR(MAG.N):260 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLRS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-101 I/14
SURVEY BEAR(MAG. N):243 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLJS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-101 2/4
SURVEY BEAR(MAG. N):243 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLRS
COASTAL & OCEAN ENO DEPT UNIVERSITY OF FLORIDA

RANGE:R-101 3/4
SURVEY BEAR (MRG. N) :243 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-101 4/4
SURVEY BEAR(MRG.N):23 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLPS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-1O1R 1/4
SURVEY BEAR(MAG.N):248
BEACH SURVEY:28RPRB9 OFFSHORE SURVEY:25RPR89

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COUNTY:P I NELLIS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-1IO1R 2/4
SURVEY BERR(MRG. N):248 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-1O1A 3/q
SURVEY BEAR(MAG.N):248 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25RPR89

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-IO1A 4/4
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-103A 1/3
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-IOqR 3/3
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COASTAL & OCERN ENG DEPT UNIVERSITY OF FLORIDA

RFNGE:R-105G 1/3
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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-ID5G 2/3
SURVEY BEAR(MRG.N):230 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-tOSG 3/3
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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:T-106A 2/3
SURVEY BERR(MAG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:27RPR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:T-106A 3/3
SURVEY BERR(MAG.N):240 BEACH SURVEY:28APR89 OFFSHORE SURVEY:27APR89

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COUNTY:P I NELLPS CORSTRL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-107 1/4
SURVEY BEAR(MAG.N):235 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-107 2/4
SURVEY BEAR(MAG. N):235 BEACH SURVEY:28APR89 OFFSHORE SURVE:25APR89

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-107 3/4
SURVEY BEAR(MAG.N):235 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLPS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-107 4/4
SURVEY BEAR(MRG. N):235 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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RRNGE:R-107R 1/4
SURVEY BERR(MAG. N):240 BEACH SURVEY:28APR89 OFFSHORE SURVEY:25APR89

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COUNTY:P I NELLPS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA'

RRNGE:R-107R 2/4
SURVEY BEAR(MRG. N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-107A 3/4
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-107A 4/4
SURVEY BEAR(MAG. N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE:R-108G 2/4
SURVEY BEAR(MAG.N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE:R-1OSG 3/U
SURVEY BERR(MAG. N):240 BEACH SURVEY:28RPR89 OFFSHORE SURVEY:25APR89

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