Citation
Beach and hydrographic survey results for "Monitoring and evaluation of submerged offshore breakwater in the town of Palm Beach"

Material Information

Title:
Beach and hydrographic survey results for "Monitoring and evaluation of submerged offshore breakwater in the town of Palm Beach"
Portion of title:
Monitoring and evaluation of submerged offshore breakwater in the town of Palm Beach
Creator:
Sea Systems Corporation
Sea Systems Corporation
University of Florida -- College of Engineering
Place of Publication:
Pompano Beach
Publisher:
Sea Systems, Inc.
Publication Date:
Frequency:
Quarterly plus annual summary
quarterly
completely irregular
Language:
English

Subjects

Subjects / Keywords:
Breakwaters -- Periodicals -- Florida -- Palm Beach ( lcsh )
Genre:
periodical ( marcgt )
serial ( sobekcm )

Notes

Dates or Sequential Designation:
Began with: 1st Annual (Aug. 1993)
General Note:
Description based on: 1st Annual (Aug. 1993); title from title page.
General Note:
Latest issue consulted: 5th Quarterly (Apr. 1995)
General Note:
"Prepared for: University of Florida, College of Engineering".
General Note:
Some issues come with data on 5 1/2" floopy discs.

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:
401806671 ( OCLC )
2009229437 ( LCCN )

Full Text
BEACH AND HYDROGRAPHIC SURVEY RESULTS FOR:
"MONITORING AND EVALUATION OF
SUBMERGED OFFSHORE BREAKWATER
IN THE TOWN OF PALM BEACH"
QUARTERLY SURVEY NUMBER ONE
DECEMBER 1993
PREPARED FOR:
UNIVERSITY OF FLORIDA COLLEGE OF ENGINEERING
PREPARED BY:

SEA SYSTEMS CORPORATION
3456 N.W. 27TH AVENUE
POMPANO BEACH, FL 33069

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TABLE OF CONTENTS

SECTION 1: SECTION 2: SECTION 3: APPENDIX A:

BEACH AND OFFSHORE PROFILES BREAKWATER STRUCTURE ELEVATIONS SCOUR SURVEY RESULTS SUMMARY OF EVENTS

APPENDIX B:

AS-BUILT DRAWINGS




SECTION ONE

BEACH AND OFFSHORE PROFILES




SECTION ONE: BEACH AND OFFSHORE PROFILES
Beach and offshore profile surveys were conducted during the month of December in accordance with the criteria established for the Quarterly Surveys. All profile lines extended a minimum distance of 1,200 feet from the shoreline maintaining maximum overlap between beach and offshore data collection.
The beach and offshore survey methodology was consistent with that described in the First Annual Survey report prepared by Sea Systems Corporation, August 1993. The only exception was that regarding the use of a permanent tide recorder located at Lake Worth Pier. This tide recorder, specifically a Stevens Stand Alone A/F Recorder with Data Logger was installed on Lake Worth Pier and subsequently became; operational in November 1993.
Similar to the previous survey, digital data was prepared in standard D.E.P. (formerly D.N.R.) format encompassing range and elevation (NGVD). As requested by the University, data was also prepared in Interactive Survey Reduction Program (ISRP) Ver. 2.7 Format. A list of ISRP profile designations have been enclosed, herewith, including diskettes depicting both formats.




INTERACTIVE SURVEY REDUCTION PROGRAM VER. 2.7 PROFILE DESIGNATION

FOR
P.E.P. REEF QUARTERLY MONITORING SURVEYS

PROFILE DESIGNATION PROFILE NUMBER PROFILE DESIGNATION PROFILE NUMBER

92F.OFF 93B.OFF 93C.OFF 93D.OFF 93E.OFF 94A.OFF 94B.OFF 94C.OFF 94D.OFF 94F.OFF 94G.OFF 94H.OFF 94J.OFF 95A.OFF 95B.OFF 95C.OFF 95D.OFF 95E.OFF 95EL.OFF 95F.OFF 95F1 LOFF 96A.OFF 96A 1.OFF 96B.OFF 96B1.OFF 96C.OFF 96C1.OFF 96D.OFF 96E.OFF 96F.OFF 96G.OFF 97.OFF

97A.OFF 97B.OFF 97C.OFF 97D.OFF 97E.OFF 97F.OFF 98A.OFF 98B.OFF 98C.OFF 98E.OFF 98G.OFF 98H.OFF 981.OFF 98J.OFF
99A.OFF 99A1.OFF 99B.OFF 99BO1.FF 99C.OFF 99CO1.FF 99D.OFF 99E.OFF 99F.OFF 100A.OFF 100B.OFF 100C.OFF 100D.OFF 100E.OFF 100F.OFF 101A.OFF 101B.OFF 101C.OFF




BEACH AND HYDROGRAPHIC SURVEY FOR
"MONITORING AND EVALUATION OF SUBMERGED OFFSHORE BREAKWATER
IN THE TOWN OF PALM BEACH" QUARTERLY SURVEY NUMBER ONE DECEMBER 1993
STANDARD D.E.P. AND ISRP FORMAT




SECTION TWO
BREAKWATER STRUCTURE ELEVATIONS




SECTION TWO: BREAKWATER STRUCTURE ELEVATIONS
Elevations were obtained on the top of each individual reef structure, south, middle, and north, using conventional level and rod techniques. Where marine growth prohibited direct contact with the concrete structure, a small spike of known length was used to pierce the marine growth to assure that an accurate elevation was acquired.
The following table summarizes the results of this portion of the survey. Note that the structures are described by both number and letter designation. The drawings included in Appendix B should assist in identifying the location of individual reef modules.




SEA SYSTEMS CORPORATION PEP Reef Module Elevations Quarterly Survey No.1, Dec. 1993 Client: University of Florida Project No. 93-2302-S Elevations based on National Geodetic Vertical Datum, 1929

S = South M Middle N = North NUMBER

DESIGNATION LOCATION ELEV 8/93 ELEV 12/93

1 AQ S -6.08 -6.11 1 S
M -6.63 -6.67 M
N -7.06 -7.11 N
2 AF S -6.94 -7.05 2 S
M -6.82 -6.93 M
N -6.78 -6.82 N
3 AO S -6.78 -6.82 3 S
M -6.63 -6.65 M
N -6.48 -6.62 N
4 DI S -6.55 -6.68 4 S
M -6.47 -6.55 M
N -6.47 -6.51 N
5 DP S -6.37 -6.40 5 S
M -6.35 -6.43 M
N -6.37 -6.45 N
6 CY S -6.24 -6.31 6 S
M -6.28 -6.35 M
N -6.34 -6.41 N
7 DE S -6.33 -6.39 7 S
M -6.37 -6.38 M
N -6.31 -6.36 N
8 DK S -6.27 -6.31 8 S
M -6.33 -6.34 M
N -6.36 -6.36 N
9 DN S -6.37 -6.46 9 S
M -6.30 -6.38 M
N -6.21 -6.26 N
10 DR S -6.44 -6.44 10 S
M -6.45 -6.43 M
N -6.43 -6.43 N
11 DO S -6.30 -6.27 11 S
M -6.39 -6.39 M
N -6.46 -6.46 N
12 BP S -6.43 -6.44 12 S
M -6.50 -6.43 M
N -6.48 -6.47 N
13 AX S -6.54 -6.49 13 S
M -6.43 -6.41 M
N -6.32 -6.32 N
14 BL S -6.38 -6.36 14 S
M -6.30 -6.30 M
N -6.25 -6.24 N
15 AW S -6.27 -6.26 15 S
M -6.20 -6.19 M
N -6.11 -6.13 N




NUMBER DESIGNATION LOCATION ELEV 8/93 ELEV 12/93
16 BD S -5.92 -5.92 16 S
M -6.08 -6.08 M
N -6.28 -6.27 N
17 AT S -6.34 -6.32 17 S
M -6.30 -6.30 M
N -6.22 -6.22 N
18 AS S -6.19 -6.18 18 S
M -6.12 -6.11 M
N -6.00 -6.01 N
19 BC S -5.91 -5.90 19 S
M -5.84 -5.84 M
N -5.82 -5.80 N
20 BG S -5.85 -5.81 20 S
M -5.88 -5.86 M
N -5.89 -5.89 N
21 BH S -5.92 -5.85 21 S
M -5.84 -5.83 M
N -5.85 -5.87 N
22 GV S -5.90 -5.91 22 S
M -5.82 -5.85 M
N -5.73 -5.75 N
23 GT S -5.79 -5.79 23 S
M -5.66 -5.66 M
N -5.53 -5.54 N
24 GQ S -5.49 -5.49 24 S
M -5.46 -5.46 M
N -5.44 -5.45 N
25 HD S -5.40 -5.37 25 S
M -5.56 -5.56 M
N -5.72 -5.78 N
26 GP S -5.78 -5.75 26 S
M -5.84 -5.83 M
N -6.00 -5.97 N
27 BO S -5.94 -5.93 27 S
M -5.86 -5.83 M
N -5.81 -5.81 N
28 BK S -5.78 -5.85 28 S
N -5.81 -5.82 N
N -5.88 -5.94 N
29 HB S -5.83 -5.88 29 S
M -5.85 -5.82 M
N -5.80 -5.86 N
30 GY S -5.81 -5.91 30 S
M -5.80 -5.88 M
N -5.81 -5.85 N
31 HA S -5.76 -5.93 31 S
M -5.87 -5.92 M
N -5.97 -6.07 N
32 GO S -5.91 -5.91 32 S
M -5.81 -5.91 M
N -5.72 -5.83 N
33 GS S -5.61 -5.71 33 S
M -5.59 -5.63 M
N -5.57 -5.68 N




NUMBER DESIGNATION LOCATION ELEV 8/93 ELEV 12/93
34 GR S -5.62 -5.63 34 S
M -5.73 -5.78 M
N -5.75 -5.88 N
35 GZ S -5.72 -5.75 35 S
M -5.67 -5.73 M
N -5.63 -5.71 N
36 HC S -5.77 -5.81 36 S
M -5.76 -5.83 M
N -5.92 -5.93 N
37 DJ S -5.44 -5.48 37 S
M -5.52 -5.53 M
N -5.60 -5.73 N
38 DG S -5.71 -5.73 38 S
M -5.82 -5.83 M
N -5.91 -5.94 N
39 GU S -6.04 -6.04 39 S
M -6.01 -6.08 M
N -6.09 -6.13 N
40 AG S -5.98 -6.04 40 S
M -5.95 -6.06 M
N -5.92 -6.07 N
41 GW S -5.90 -5.97 41 S
M -5.94 -5.96 M
N -5.96 -6.00 N
42 HM S -5.92 -5.95 42 S
M -6.01 -6.05 M
N -6.10 -6.17 N
43 HI S -6.15 -6.18 43 S
M -6.13 -6.23 M
N -6.09 -6.15 N
44 HQ S -5.91 -5.90 44 S
M -5.82 -5.83 M
N -5.72 -5.76 N
45 HJ S -5.75 -5.83 45 S
M -5.94 -5.94 M
N -6.07 -6.11 N
46 HK S -5.87 -5.93 46 S
M -5.96 -6.02 M
N -6.08 -6.21 N
47 HN S -6.06 -6.18 47 S
M -6.24 -6.28 M
N -6.39 -6.43 N
48 HP S -6.31 -6.31 48 S
M -6.27 -6.43 M
N -6.32 -6.41 N
49 HO S -6.20 -6.25 49 S
M -6.39 -6.43 M
N -6.52 -6.56 N
50 HX S -6.55 -6.58 50 S
M -6.44 -6.53 M
N -6.36 -6.45 N
51 HV S -6.33 -6.51 51 S
M -6.45 -6.51 M
N -6.55 -6.57 N




52 HU S -6.65 -6.63 52 S
M -6.71 -6.78 M
N -6.77 -6.83 N
53 HG S -6.79 -6.83 53 S
M -6.89 -6.88 M
N -6.91 -6.93 N
54 IF S -6.93 -6.98 54 S
M -6.90 -6.93 M
N -6.91 -6.91 N
55 IE S -6.70 -6.73 55 S
M -7.14 -7.13 M
N -7.44 -7.48 N
56 IA S -7.61 -7.53 56 S
M -7.67 -7.57 M
N -7.56 -7.68 N
57 NO ID S -7.56 -7.63 57 S
M -6.56 -6.58 M
N -5.65 -5.75 N
58 HF S -5.35 -5.44 58 S
M -5.86 -5.98 M
N -6.40 -6.58 N
59 HE S -6.29 -6.43 59 S
M -6.25 -6.33 M
N -6.22 -6.41 N
60 IC S -6.19 -6.24 60 S
M -6.24 -6.29 M
N -6.29 -6.35 N
61 HH S -6.25 -6.27 61 S
M -6.46 -6.50 M
N -6.65 -6.76 N
62 HR S -6.38 -6.41 62 S
M -6.44 -6.53 M
N -6.52 -6.69 N
63 HS S -6.18 -6.39 63 S
M -6.05 -6.19 M
N -5.89 -5.99 N
64 HY S -5.85 -6.19 64 S
M -5.81 -6.01 M
N -5.56 -5.94 N
65 HT S -5.94 -5.99 65 S
M -6.09 -6.19 M
N -6.19 -6.24 N
66 HW S -6.15 -6.29 66 S
M -6.11 -6.19 M
N -6.06 -6.09 N
67 HZ S -5.98 -6.03 67 S
M -5.97 -6.17 M
N -5.99 -6.09 N
68 CW S -5.92 -6.02 68 S
M -5.99 -6.09 M
N -6.09 -6.21 N
69 DC S -6.00 -6.11 69 S
M -6.03 -6.11 M
N -6.05 -6.12 N

ELEV 8/93 ELEV 12/93




70 CX S -5.94 -5.99 70 S
M -6.01 -6.09 M
N -6.09 -6.19 N
71 CZ S -6.01 -6.13 71 S
M -5.97 -6.12 M
N -5.90 -6.04 N
72 DB S -5.95 -6.08 72 S
M -6.00 -6.11 M
N -6.07 -6.14 N
73 DF S -5.98 -6.10 73 S
M -6.03 -6.20 M
N -6.08 -6.35 N
74 DA S -6.00 -6.21 74 S
M -5.97 -6.29 M
N -5.94 -6.31 N
75 JQ S -5.81 -6.35 75 S
M -5.96 -6.32 M
N -6.09 -6.39 N
76 AJ S -6.07 -6.44 76 S
M -5.96 -6.29 M
N -5.82 -6.04 N
77 CB S -5.86 -6.01 77 S
M -5.96 -6.07 M
N -6.07 -6.10 N
78 AL S -5.97 -6.00 78 S
M -5.97 -6.02 M
N -5.96 -6.03 N
79 IU S -5.91 -5.98 79 S
M -5.98 -6.07 M
N -6.04 -6.19 N
80 IV S -5.88 -5.98 80 S
M -5.97 -6.04 M
N -6.02 -6.09 N
81 IX S -5.94 -6.04 81 S
M -5.99 -6.07 M
N -6.04 -6.09 N
82 JR S -6.02 -6.09 82 S
M -6.10 -6.14 M
N -6.14 -6.30 N
83 DL S -6.00 -6.09 83 S
M -6.09 -6.21 M
N -6.23 -6.29 N
84 FJ S -6.23 -6.39 84 S
M -6.18 -6.29 M
N -6.15 -6.24 N
85 FK S -6.24 -6.24 85 S
M -6.28 -6.31 M
N -6.35 -6.37 N
86 DQ S -6.44 -6.55 86 S
M -6.22 -6.29 M
N -5.99 -6.02 N
87 Fl S -6.04 -6.09 87 S
M -6.13 -6.14 M
N -6.18 -6.27 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




DESIGNATION LOCATION ELEV 8/93 ELEV 12/93

88 DT S -6.11 -6.14 88 S
M -6.08 -6.10 M
N -6.04 -6.07 N
89 FN S -5.91 -5.94 89 S
M -6.00 -6.09 M
N -6.08 -6.24 N
90 FV S -5.96 -6.07 90 S
M -5.99 -6.08 M
N -6.02 -6.10 N
91 DS S -5.97 -6.01 91 S
M -6.07 -6.13 M
N -6.16 -6.24 N
92 FX S -6.04 -6.14 92 S
M -6.06 -6.14 M
N -6.09 -6.19 N
93 GL S -6.05 -6.14 93 S
M -6.14 -6.20 M
N -6.22 -6.30 N
94 FT S -6.16 -6.24 94 S
M -6.10 -6.21 M
N -6.08 -6.18 N
95 FO S -6.03 -6.15 95 S
M -6.08 -6.19 M
N -6.13 -6.23 N
96 FR S -6.07 -6.12 96 S
M -6.06 -6.12 M
N -6.04 -6.12 N
97 FP S -6.03 -6.14 97 S
M -6.09 -6.18 M
N -6.15 -6.23 N
98 FZ S -6.07 -6.21 98 S
M -6.08 -6.20 M
N -6.09 -6.19 N
99 FY S -5.92 -5.98 99 S
M -6.05 -6.09 M
N -6.16 -6.15 N
100 FU S -6.01 -6.02 100 S
M -6.06 -6.09 M
N -6.11 -6.13 N
101 GA S -5.93 -5.95 101 S
M -5.99 -5.99 M
N -6.08 -6.04 N
102 GB S -5.94 -5.98 102 S
M -5.88 -5.94 M
N -5.80 -5.83 N
103 EK S -5.68 -5.74 103 S
M -5.84 -5.88 M
N -6.01 -6.09 N
104 EG S -6.14 -6.17 104 S
M -6.06 -6.09 M
N -5.96 -6.02 N
105 EJ S -5.94 -6.17 105 S
M -5.70 -6.20 M
N -5.47 -6.27 N

NUMBER




DESIGNATION LOCATION ELEV 8/93 ELEV 12/93

106 EH S -5.09 -5.94 106 S
M -5.35 -5.88 M
N -5.60 -5.82 N
107 GC S -5.62 -5.90 107 S
M -5.59 -5.80 M
N -5.54 -5.75 N
108 EN S -5.54 -5.99 108 S
M -5.55 -5.99 M
N -5.56 -6.14 N
109 IB S -5.49 -5.99 109 S
M -5.44 -5.98 M
N -5.38 -5.99 N
110 EP S -5.36 -5.69 110 S
M -5.26 -5.69 M
N -5.17 -5.69 N
111 ER S -5.11 -5.64 111 S
M -5.10 -5.59 M
N -5.10 -5.54 N
112 EM S -5.00 -5.49 112 S
M -4.92 -5.52 M
N -4.80 -5.47 N
113 El S -4.88 -5.43 113 S
M -4.93 -5.20 M
N -4.99 -5.02 N
114 EO S -5.09 -5.39 114 S
M -5.12 -5.36 M
N -5.14 -5.34 N
115 EL S -5.26 -5.43 115 S
M -5.41 -5.61 M
N -5.57 -5.77 N
116 EX S -5.48 -5.69 116 S
M -5.31 -5.51 M
N -5.18 -5.33 N
117 ET S -5.32 -5.62 117 S
M -5.42 -5.83 M
N -5.52 -6.00 N
118 EY S -5.59 -5.87 118 S
M -5.76 -5.95 M
N -5.91 -6.03 N
119 EV S -5.67 -5.89 119 S
M -5.73 -6.00 M
N -5.79 -6.11 N
120 EZ S -5.63 -5.96 120 S
M -5.64 -5.86 M
N -5.65 -5.78 N
121 EW S -5.57 -5.76 121 S
M -5.46 -5.73 M
N -5.36 -5.72 N
122 FA S -5.26 -5.73 122 S
M -5.51 -5.85 M
N -5.75 -5.97 N
123 EU S -5.82 -6.16 123 S
M -5.68 -5.88 M
N -5.54 -5.63 N

NUMBER




124 ES S -5.73 -5.81 124 S
M -5.56 -5.63 M
N -5.40 -5.50 N
125 FC S -5.56 -5.63 125 S
M -5.52 -5.61 M
N -5.49 -5.56 N
126 FD S -5.54 -5.62 126 S
M -5.43 -5.52 M
N -5.31 -5.39 N
127 FE S -5.45 -5.50 127 S
M -5.33 -5.43 M
N -5.20 -5.35 N
128 EQ S -5.43 -5.67 128 S
M -5.32 -5.82 M
N -5.26 -6.03 N
129 FB S -5.12 -5.98 129 S
M -5.21 -6.22 M
N -5.32 -6.49 N
130 FW S -5.17 -6.44 130 S
M -5.36 -6.13 M
N -5.51 -5.87 N
131 BLM S -5.31 -5.53 131 S
M -5.49 -5.74 M
N -5.68 -5.91 N
132 DH S -5.53 -5.97 132 S
M -5.46 -6.22 M
N -5.39 -6.49 N
133 FG S -5.39 -6.32 133 S
M -5.26 -6.54 M
N -5.13 -6.73 N
134 IN S -4.94 -6.73 134 S
M -4.99 -6.63 M
N -5.04 -6.55 N
135 IL S -4.97 -6.32 135 S
M -4.99 -6.09 M
N -5.00 -5.85 N
136 IW S -4.91 -5.78 136 S
M -4.99 -5.78 M
N -5.08 -5.82 N
137 IM S -5.01 -5.79 137 S
M -5.04 -5.77 M
N -5.06 -5.73 N
138 IH S -5.14 -5.64 138 S
M -5.17 -5.79 M
N -5.19 -5.97 N
139 UI S -5.03 -5.57 139 S
M -5.20 -5.62 M
N -5.33 -5.65 N
140 IK S -5.42 -5.68 140 S
M -5.34 -5.57 M
N -5.25 -5.43 N
141 11 S -5.28 -5.51 141 S
M -5.48 -5.68 M
N -5.64 -5.83 N




142 FQ S -5.53 -5.77 142 S
M -5.52 -5.73 M
N -5.47 -5.65 N
143 JG S -5.64 -5.79 143 S
M -5.48 -5.82 M
N -5.38 -5.79 N
144 DM S -5.31 -5.73 144 S
M -5.58 -5.84 M
N -5.84 -5.98 N
145 JH S -5.54 -5.78 145 S
M -5.64 -5.81 M
N -5.75 -5.83 N
146 IY S -5.53 -5.68 146 S
M -5.57 -5.73 M
N -5.61 -5.78 N
147 IQ S -5.44 -5.61 147 S
M -5.46 -5.61 M
N -5.48 -5.61 N
148 NO ID S -5.36 -5.49 148 S
M -5.38 -5.53 M
N -5.40 -5.54 N
149 FM S -5.32 -5.46 149 S
M -5.38 -5.52 M
N -5.44 -5.56 N
150 JF S -5.26 -5.46 150 S
M -5.22 -5.38 M
N -5.19 -5.31 N
151 DD S -5.07 -5.19 151 S
M -5.11 -5.25 M
N -5.18 -5.33 N
152 FF S -5.08 -5.26 152 S
M -5.05 -5.22 M
N -5.03 -5.16 N
153 NO ID S -5.04 -5.19 153 S
M -5.07 -5.24 M
N -5.11 -5.28 N
154 DY S -4.96 -5.08 154 S
M -4.95 -5.13 M
N -4.94 -5.18 N
155 LF S -4.83 -5.05 155 S
M -4.87 -5.09 M
N -4.89 -5.11 N
156 IG S -4.86 -5.12 156 S
M -4.89 -5.08 M
N -4.91 -4.98 N
157 KZ S -5.00 -5.08 157 S
M -4.98 -5.17 M
N -4.93 -5.21 N
158 KX S -4.91 -5.18 158 S
M -4.93 -5.40 M
N -4.96 -5.58 N
159 LH S -4.94 -5.49 159 S
M -4.90 -5.58 M
N -4.85 -5.66 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




NUMBER DESIGNATION LOCATION ELEV 8/93 ELEV 12/93
160 LI S -4.79 -5.46 160 S
M -4.98 -5.50 M
N -5.18 -5.57 N
161 LE S -4.94 -5.30 161 S
M -4.90 -5.29 M
N -4.88 -5.27 N
162 LG S -5.00 -5.43 162 S
M -4.96 -5.40 M
N -4.90 -5.39 N
163 CV S -4.82 -5.03 163 S
M -4.83 -5.08 M
N -4.80 -5.09 N
164 EB S -4.78 -4.80 164 S
M -4.74 -4.99 M
N -4.71 -5.16 N
165 DX S -4.65 -5.01 165 S
M -4.71 -5.09 M
N -4.74 -5.15 N
166 NO ID S -4.81 -5.20 166 S
M -4.74 -5.17 M
N -4.70 -5.14 N
167 DU S -4.78 -5.08 167 S
M -4.75 -5.07 M
N -4.64 -5.02 N
168 GI S -4.75 -4.90 168 S
M -4.71 -4.94 M
N -4.63 -4.93 N
169 FH S -4.72 -5.20 169 S
M -4.77 -5.27 M
N -4.81 -5.36 N
170 CG S -4.85 -5.31 170 S
M -4.64 -5.06 M
N -4.45 -4.80 N
171 FS S -4.65 -5.01 171 S
M -4.67 -5.00 M
N -4.69 -4.98 N
172 BS S -4.53 -4.88 172 S
M -4.68 -5.07 M
N -4.75 -5.24 N
173 IS S -4.66 -5.23 173 S
M -4.68 -5.50 M
N -4.72 -5.76 N
174 CL S -4.65 -5.65 174 S
M -4.74 -5.68 M
N -4.84 -5.70 N
175 CM S -4.72 -5.44 175 S
M -4.70 -5.54 M
N -4.70 -5.66 N
176 CO S -4.63 -5.82 176 S
M -4.62 -5.89 M
N -4.60 -5.98 N
177 NO ID S -4.62 -5.84 177 S
M -4.70 -5.79 M
N -4.82 -5.75 N




178 MD S -4.71 -5.89 178 S
M -4.81 -6.00 M
N -4.96 -6.14 N
179 KT S -4.83 -6.25 179 S
M -4.77 -6.15 M
N -4.69 -6.04 N
180 LY S -4.26 -5.10 180 S
M -4.52 -5.53 M
N -4.85 -5.86 N
181 MB S -4.78 -5.93 181 S
M -4.70 -5.72 M
N -4.69 -5.59 N
182 CJ S -4.60 -5.81 182 S
M -4.88 -6.03 M
N -5.15 -6.18 N
183 LM S -5.05 -6.14 183 S
M -5.05 -6.14 M
N -5.11 -6.13 N
184 LL S -5.01 -6.14 184 S
M -5.07 -6.13 M
N -5.19 -6.12 N
185 LN S -5.02 -6.08 185 S
M -5.02 -6.03 M
N -5.10 -5.99 N
186 LK S -4.96 -5.88 186 S
M -4.92 -5.81 M
N -4.94 -5.73 N
187 CN S -4.83 -5.71 187 S
M -4.95 -5.78 M
N -5.08 -5.85 N
188 CK S -5.07 -5.75 188 S
M -5.08 -5.90 M
N -5.09 -6.02 N
189 CU S -5.09 -5.89 189 S
M -5.07 -6.03 M
N -5.03 -6.12 N
190 AM S -5.11 -6.06 190 S
M -5.01 -5.97 M
N -4.93 -5.86 N
191 AZ S -4.82 -5.70 191 S
M -4.86 -5.63 M
N -4.92 -5.60 N
192 CT S -5.02 -5.81 192 S
M -4.99 -5.85 M
N -4.95 -5.89 N
193 GN S -4.74 -5.64 193 S
M -4.68 -5.68 M
N -4.67 -5.73 N
194 NO ID S -4.70 -5.47 194 S
M -4.78 -5.59 M
N -4.90 -5.73 N
195 BY S -4.95 -5.80 195 S
M -4.95 -5.91 M
N -4.92 -6.02 N




196 BB S -4.71 -5.87 196 S
M -4.88 -5.88 M
N -5.05 -5.89 N
197 GD S -5.08 -5.86 197 S
M -5.08 -5.92 M
N -5.09 -5.97 N
198 GE S -4.93 -5.85 198 S
M -4.97 -5.88 M
N -4.99 -5.91 N
199 AN S -5.15 -6.06 199 S
M -5.09 -6.01 M
N -5.04 -5.99 N
200 AH S -5.02 -5.79 200 S
M -5.01 -5.80 M
N -4.99 -5.76 N
201 GH S -4.90 -5.81 201 S
M -4.97 -5.83 M
N -5.00 -5.88 N
202 Al S -4.90 -5.72 202 S
M -4.94 -5.63 M
N -5.03 -5.53 N
203 GF S -4.94 -5.53 203 S
M -5.09 -5.50 M
N -5.25 -5.46 N
204 GG S -5.17 -5.36 204 S
M -5.13 -5.27 M
N -5.09 -5.24 N
205 GJ S -5.00 -5.13 205 S
M -5.06 -5.20 M
N -5.11 -5.27 N
206 GK S -5.26 -5.39 206 S
M -5.22 -5.32 M
N -5.15 -5.24 N
207 CE S -5.27 -5.35 207 S
M -5.22 -5.33 M
N -5.19 -5.31 N
208 CD S -5.34 -5.46 208 S
M -5.20 -5.45 M
N -5.08 -5.43 N
209 NO ID S -5.03 -5.51 209 S
M -5.04 -5.59 M
N -5.05 -5.65 N
210 CH S -4.98 -5.58 210 S
M -5.02 -5.53 M
N -5.06 -5.46 N
211 BU S -4.94 -5.23 211 S
M -4.92 -5.33 M
N -4.91 -5.42 N
212 BM S -4.86 -5.44 212 S
M -4.92 -5.40 M
N -4.96 -5.34 N
213 BN S -5.01 -5.40 213 S
M -4.92 -5.29 M
N -4.83 -5.24 N




214 BI S -4.93 -5.39 214 S
M -4.82 -5.41 M
N -4.72 -5.43 N
215 BJ S -4.81 -5.50 215 S
M -4.74 -5.46 M
N -4.68 -5.42 N
216 BW S -4.84 -5.58 216 S
M -4.69 -5.58 M
N -4.57 -5.59 N
217 BE S -4.61 -5.54 217 S
M -4.75 -5.59 M
N -4.86 -5.61 N
218 BZ S -4.90 -5.63 218 S
M -4.88 -5.73 M
N -4.88 -5.82 N
219 AA S -4.65 -5.63 219 S
M -4.70 -5.50 M
N -4.75 -5.28 N
220 KH S -4.69 -5.20 220 S
M -4.73 -5.13 M
N -4.75 -5.04 N
221 LO S -4.84 -5.15 221 S
M -4.83 -5.09 M
N -4.80 -4.99 N
222 LP S -4.86 -5.03 222 S
M -4.82 -4.97 M
N -4.75 -4.92 N
223 BQ S -4.84 -5.03 223 S
M -4.93 -5.09 M
N -5.02 -5.14 N
224 JA S -5.05 -5.18 224 S
M -5.02 -5.15 M
N -5.02 -5.12 N
225 JJ S -5.10 -5.19 225 S
M -5.00 -5.12 M
N -4.92 -5.00 N
226 IR S -5.04 -5.11 226 S
M -4.98 -5.07 M
N -4.92 -4.98 N
227 JI S -5.04 -5.09 227 S
M -5.00 -5.09 M
N -5.00 -5.08 N
228 IP S -5.03 -5.12 228 S
M -4.92 -5.02 M
N -4.82 -4.92 N
229 JD S -5.01 -5.08 229 S
M -4.85 -4.93 M
N -4.69 -4.78 N
230 JB S -4.87 -4.92 230 S
M -4.75 -4.91 M
N -4.67 -4.88 N
231 ID S -4.73 -5.00 231 S
M -4.63 -4.95 M
N -4.52 -4.86 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




NUMBER DESIGNATION LOCATION ELEV 8/93 ELEV 12/93
232 BF S -4.66 -4.97 232 S
M -4.55 -4.83 M
N -4.46 -4.64 N
233 BT S -4.60 -4.67 233 S
M -4.52 -4.72 M
N -4.44 -4.81 N
234 BA S -4.62 -4.87 234 S
M -4.49 -4.75 M
N -4.38 -4.66 N
235 IZ S -4.55 -4.76 235 S
M -4.51 -4.72 M
N -4.46 -4.68 N
236 JE S -4.58 -4.78 236 S
M -4.48 -4.74 M
N -4.36 -4.64 N
237 GX S -4.52 -4.71 237 S
M -4.42 -4.65 M
N -4.29 -4.57 N
238 EC S -4.43 -4.68 238 S
M -4.45 -4.95 M
N -4.49 -5.23 N
239 EE S -4.58 -5.18 239 S
M -4.45 -5.19 M
N -4.32 -5.22 N
240 BR S -4.40 -5.26 240 S
M -4.32 -5.44 M
N -4.22 -5.56 N
241 CA S -4.33 -5.55 241 S
M -4.32 -5.64 M
N -4.33 -5.79 N
242 NO ID S -4.10 -5.49 242 S
M -4.20 -5.33 M
N -4.29 -5.17 N
243 AK S -4.15 -5.24 243 S
M -4.34 -5.14 M
N -4.58 -5.04 N
244 DZ S -4.41 -4.83 244 S
M -4.60 -5.04 M
N -4.78 -5.29 N
245 JT S -4.73 -5.16 245 S
M -4.94 -5.37 M
N -5.17 -5.60 N
246 AR S -5.25 -5.58 246 S
M -5.09 -5.71 M
N -4.94 -5.76 N
247 AV S -4.86 -5.66 247 S
M -4.96 -5.64 M
N -5.06 -5.57 N
248 EA S -4.95 -5.47 248 S
M -5.05 -5.58 M
N -5.16 -5.66 N
249 AY S -5.08 -5.55 249 S
M -5.21 -5.80 M
N -5.33 -6.05 N




250 TF S -5.25 -5.92 250 S
M -5.38 -5.95 M
N -5.44 -6.02 N
251 AU S -5.51 -5.91 251 S
M -5.55 -5.87 M
N -5.55 -5.78 N
252 TZ S -5.51 -5.73 252 S
M -5.67 -5.94 M
N -5.83 -6.15 N
253 TW S -5.70 -5.99 253 S
M -5.70 -6.03 M
N -5.71 -6.08 N
254 JX S -5.66 -5.93 254 S
M -5.74 -6.02 M
N -5.87 -6.12 N
255 TO S -5.64 -5.94 255 S
M -5.95 -6.21 M
N -6.26 -6.44 N
256 JV S -6.12 -6.33 256 S
M -6.27 -6.44 M
N -6.41 -6.52 N
257 TY S -6.45 -6.48 257 S
M -6.38 -6.44 M
N -6.31 -6.44 N
258 TU S -6.22 -6.46 258 S
M -6.37 -6.53 M
N -6.39 -6.55 N
259 KB S -6.36 -6.65 259 S
M -6.19 -6.43 M
N -6.11 -6.23 N
260 JL S -5.94 -6.16 260 S
M -5.96 -6.17 M
N -6.08 -6.26 N
261 JM S -6.00 -6.15 261 S
M -6.00 -6.27 M
N -6.00 -6.37 N
262 KA S -5.98 -6.29 262 S
M -6.04 -6.37 M
N -6.11 -6.44 N
263 JR S -6.07 -6.46 263 S
M -6.05 -6.46 M
N -6.05 -6.40 N
264 JC S -5.93 -6.31 264 S
M -5.95 -6.40 M
N -5.96 -6.46 N
265 KD S -5.89 -6.37 265 S
M -5.85 -6.42 M
N -5.82 -6.46 N
266 JS S -5.84 -6.35 266 S
M -5.85 -6.32 M
N -5.87 -6.28 N
267 KC S -5.70 -6.21 267 S
M -5.76 -6.29 M
N -5.85 -6.37 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




268 JN S -5.68 -6.39 268 S
M -5.72 -6.46 M
N -5.77 -6.61 N
269 GM S -5.67 -6.53 269 S
M -5.72 -6.51 M
N -5.79 -6.46 N
270 CF S -5.69 -6.44 270 S
M -5.67 -6.53 M
N -5.71 -6.63 N
271 AP S -5.50 -6.47 271 S
M -5.42 -6.52 M
N -5.31 -6.55 N
272 EF S -5.32 -6.56 272 S
M -5.47 -6.63 M
N -5.58 -6.76 N
273 ED S -5.40 -6.80 273 S
M -5.41 -6.85 M
N -5.40 -6.89 N
274 BX S -5.37 -6.79 274 S
M -5.39 -6.81 M
N -5.42 -6.80 N
275 NO ID S -5.26 -6.64 275 S
M -5.27 -6.85 M
N -5.24 -6.95 N
276 cc S -5.10 -6.88 276 S
M -5.07 -6.76 M
N -5.02 -6.60 N
277 KR S -5.13 -6.54 277 S
M -4.94 -6.47 M
N -4.93 -6.42 N
278 KV S -4.97 -6.34 278 S
M -5.02 -6.25 M
N -5.08 -6.15 N
279 KQ S -5.20 -6.29 279 S
M -5.15 -6.13 M
N -5.10 -5.92 N
280 KE S -5.12 -5.99 280 S
M -5.10 -5.87 M
N -5.08 -5.71 N
281 KM S -5.18 -5.81 281 S
M -5.12 -5.81 M
N -5.05 -5.77 N
282 KU S -4.87 -5.69 282 S
M -4.94 -5.65 M
N -5.01 -5.61 N
283 KK S -5.10 -5.72 283 S
M -5.12 -5.66 'M
N -5.14 -5.66 N
284 LS S -4.95 -5.47 284 S
M -5.03 -5.45 M
N -5.19 -5.45 N
285 AD S -4.98 -5.28 285 S
M -5.02 -5.28 M
N -5.07 -5.29 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




286 LT S -5.04 -5.16 286 S
M -5.12 -5.26 M
N -5.20 -5.34 N
287 KN S -5.09 -5.24 287 S
M -5.15 -5.35 M
N -5.20 -5.50 N
288 KL S -5.10 -5.36 288 S
M -5.10 -5.46 M
N -5.09 -5.60 N
289 LA S -5.07 -5.60 289 S
M -5.08 -5.78 M
N -5.08 -5.96 N
290 KJ S -4.99 -5.95 290 S
M -5.02 -5.88 M
N -5.08 -5.78 N
291 MM S -5.07 -5.86 291 S
M -4.85 -5.89 M
N -4.60 -5.91 N
292 LD S -4.71 -5.77 292 S
M -4.94 -5.76 M
N -5.17 -5.87 N
293 ME S -5.03 -5.71 293 S
M -5.08 -5.72 M
N -5.13 -5.76 N
294 LZ S -5.14 -5.86 294 S
M -5.09 -5.77 M
N -5.09 -5.72 N
295 KS S -4.94 -5.59 295 S
M -5.06 -5.65 M
N -5.18 -5.69 N
296 MD S -5.05 -5.55 296 S
M -5.11 -5.54 M
N -5.15 -5.52 N
297 LC S -5.07 -5.48 297 S
M -5.08 -5.50 M
N -5.08 -5.54 N
298 U S -4.95 -5.39 298 S
M -5.02 -5.40 M
N -5.09 -5.43 N
299 IT S -5.00 -5.35 299 S
M -4.95 -5.51 M
N -4.92 -5.69 N
300 LX S -4.87 -5.59 300 S
M -4.90 -5.73 M
N -4.94 -5.84 N
301 LB S -4.76 -5.63 301 S
M -4.80 -5.60 M
N -4.83 -5.56 N
302 MN S -4.73 -5.50 302 S
M -4.70 -5.52 M
N -4.70 -5.56 N
303 LR S -4.74 -5.69 303 S
M -4.79 -5.63 M
N -4.85 -5.53 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




NUMBER DESIGNATION LOCATION ELEV 8/93 ELEV 12/93
304 LQ S -4.89 -5.54 304 S
M -4.87 -5.60 M
N -4.85 -5.67 N
305 MG S -4.74 -5.56 305 S
M -4.70 -5.55 M
N -4.68 -5.57 N
306 LW S -4.55 -5.53 306 S
M -4.60 -5.49 M
N -4.63 -5.47 N
307 MH S -4.69 -5.54 307 S
M -4.65 -5.60 M
N -4.61 -5.67 N
308 MA S -4.57 -5.54 308 S
M -4.60 -5.75 M
N -4.62 -5.95 N
309 NO ID S -4.63 -5.88 309 S
M -4.69 -5.94 M
N -4.73 -6.01 N
310 LV S -4.81 -6.03 310 S
M -4.67 -5.92 M
N -4.54 -5.86 N
311 LU S -4.65 -5.89 311 S
M -4.77 -5.74 M
N -4.89 -5.55 N
312 AC S -4.86 -5.49 312 S
M -4.84 -5.83 M
N -4.81 -6.13 N
313 KO S -4.80 -6.14 313 S
M -4.69 -6.15 M
N -4.55 -6.12 N
314 MC S -4.71 -6.29 314 S
M -4.76 -6.42 M
N -4.79 -6.60 N
315 KP S -4.94 -6.69 315 S
M -4.65 -6.60 M
N -4.35 -6.48 N
316 KI S -4.24 -4.98 316 S
M -4.21 -4.70 M
N -4.18 -4.37 N
317 AE S -4.03 -5.16 317 S
M -4.12 -5.07 M
N -4.21 -4.99 N
318 KG S -4.27 -5.52 318 S
M -4.38 -5.43 M
N -4.51 -5.32 N
319 AB S -4.44 -5.70 319 S
M -4.43 -5.64 M
N -4.46 -5.51 N
320 ME S -4.66 -5.67 320 S
M -4.73 -5.66 M
N -4.79 -5.62 N
321 MF S -4.70 -5.49 321 S
M -4.62 -5.49 M
N -4.55 -5.48 N




322 MC S -4.85 -5.59 322 S
M -4.89 -5.61 M
N -4.95 -5.63 N
323 KW S -4.94 -5.65 323 S
M -4.84 -5.56 M
N -4.74 -5.51 N
324 KY S -4.95 -5.72 324 S
M -5.00 -5.74 M
N -5.05 -5.73 N
325 KF S -5.00 -5.73 325 S
M -4.98 -5.70 M
N -4.97 -5.63 N
326 MF S -5.01 -5.95 326 S
M -5.03 -5.89 M
N -5.06 -5.89 N
327 NO ID S -4.87 -5.84 327 S
M -4.79 -5.88 M
N -4.71 -5.95 N
328 NO ID S -4.88 -5.83 328 S
M -4.93 -5.80 M
N -4.97 -5.80 N
329 NO ID S -4.90 -6.03 329 S
M -4.98 -5.94 M
N -5.08 -5.85 N
330 NO ID S -4.18 -5.35 330 S
M -4.42 -5.75 M
N -4.66 -6.10 N

NUMBER DESIGNATION LOCATION

ELEV 8/93 ELEV 12/93




SECTION THREE
SCO UR S UR VE Y RES UL TS




SECTION THREE: SCOUR SURVEY RESULTS

Consistent with the overall scope of the survey, elevations parallel to and offset from the breakwater, both seaward and landward, were obtained in addition to the shore-normal profiles. In general, elevations were obtained at the toes and at ten (10) foot offsets from the toes of specific reef modules to monitor potential scour induced by the submerged breakwater.
As specified by the University of Florida, on 8/27/93, the following describes the requirements for the "Scour Survey":
Task I
Thirty (30) units to have eight (8) elevations per unit as follows:
-~ Three (3) elevations adjacent to the toe with a fourth elevation mid-unit and (10) feet offset from the toe. This applies to both landward and seaward toes for a total
of eight (8) elevations per unit.
-~ The units subject to Task I survey criteria include the following:

330 329 328 327 326 325
324 323 322 321

No ID No ID No ID No ID
KF KY KW MC
MF

287 288 289 290 291 292 293
294 295 296

KHI KL LA KJ NM
LD ME LZ
KS NM

306
308 309 310 311 312 313
314 315

LW NM
MA No ID LV LU AC KO MC KP

Task 11
Starting with the tenth unit from the south (Number 321, Designation MF), every fifth unit thereafter shall have four (4) elevations as follows:
-One elevation mid-unit adjacent to the toe and one elevation mid-unit and ten (10)
feet offset from the toe. This applies to both landward and seaward toes for a total
of four (4) elevations per unit.




The units subject to Task II survey criteria include the following:

KI DI DN BL BC BQ HB GR GU HQ HO IF HE HY DC DA IU FJ
FN FT FY

104 109 114 119 124 129 134 139 144 149 154 159 164 169 174 179 184 189 194 199 204

EG EB EO EV ES FB IN IJ DM FM DY LH EB FH CL KT LL CU No ID AN GG

209 214 219 224 229 234 239 244 249 254 259 264 269 274 279 284

No ID BI AA JA JD
BA EE DZ AY Jx KB JC GM BX KQ LS

The following table summarizes the results of the scour survey. A sketch of a typical structure has also been attached to indicate where specific elevations were obtained as described above. Note that the letter designations correspond to elevation locations indicated in the table. The drawings enclosed in Appendix B should clearly indicate specific unit locations along the breakwater system.




D L
.J
BIK

-- -- l -i-- - -

F I F-J
H
H I

TYPICAL

P.E.P. REEF MODULE

H = TYPICAL LETTER DESIGNATION OF ELEVATION

REVISIONS:
P.E.P. REEF SEA SYSTEMS CORPORATION
SURVEYING-ENGINEERING-CONSULTING
SCOUR SURVEY 3456 N.W. 27TH AVE.. POMPANO BCH., FL. 33069
SCALE: DW. BY: CHK. BY:
ELEVATION LOCATION N.T.S. WTS KJ
DETAIL DATE: PROJ. NO.: SHEET NO.:
DEC. 1993 2302-S 1 OF I

. I




P.E.P. SCOUR SURVEY PROJECT 2302-S

UNIT A B C D E F G H I J K L UNIT
NO. NO.
1 __ _1
2 2
3 3
4 -8.90 -9.60 -9.90 -8.70 4
5 5
6 6
7 7
8 8
9 -8.40 -9.00 -9.10 -7.90 9
10 10
11 11
12 12
13 13
14 -8.10 -8.90 -8.50 -7.50 14
15 15
16 16
17 17
18 18
19 -7.90 -8.90 -8.80 -8.80 19
20 20
21 21
22 22
23 23
24 -7.90 -9.80 -8.50 -9.00 24
25 25
26 26
27 27
28 28
29 -7.80 -9.30 -8.70 -7.90 29
30 30
31 31
32 32
33 33
34 -8.00 -8.80 -8.40 -8.00 34
35 35
36 36
37 37
38 38
39 -9.20 -10.30 -9.10 -8.50 39
40 40
41 41
42 42
43 43
44 -9.30 -9.90 -9.10 -8.60 44
45 45
46 46
47 47
48 48
49 -10.00 -10.20 -9.80 -8.70 49
50 50
51 51
52 52
53 53
54 -10.00 -10.60 -10.50 -9.00 54
55 55
56 56
57 57
58 58
59 -10.10 -10.50 -9.60 -9.00 59
60 60
61 61
62 62
63 63
64 -10.80 -11.00 -11.80 -12.10 64
65 1 1

FIELD DATE DEC. 1993

DATUM: N.G.V.D.




P.EP. 5COUR SURVEY PROJECT 2302-S FEDDT E.19 AU:NGVD

66 A B C D E F G H I J K L 66
67 ____67
68 68
69 -10.30 -10.70 -11.00 -11.10 69
71 71__
72 ____721
73 73
74 -10.70 -11.10 -11.40 -11.70 74
75 5
78 78
79 -10.70 -11.10 -11.90 -12.10 79
80 80
81 81
82 82
84 -10.60 -11.10 1-11.40 -11.801 84
85 185
86 __ 86
87 __ 87
88 88
89 -10.40 -11.30 -11.60 -12.00 89
90 90
92 92
93 93
94 -10.60 -11.30 -11.50 -11.80 94
96 96
97 ___97
98 98
99 -10.30 -11.20 -11.50 -12.10 99
100 100
101 101
102 1102
103 103
1041 -9.90 -10.60 -10.40 -10.50 104
105 105
106 106
107 107
109 -10.10 -10.70 -11.00 -11.00 109
110 110
112 112
113 113
114 1-10.00 -10.70 -10.10 -9.70 114
115 l15_ 11
116 ___ __116
117 117
118 _______118
119 __ -10.70 -11.20 -10.90 -10.50 119
120 __ 120
121 ______ __ 121
122 __ 122
123 __ 123
124 ___ -10.40 -11.00 -10.80 -10.00 124
125 __ 125
126 126
127 ________ 127
128 11281
129, -9.70 -10.40 -10.30 -9.70 129

FIELD DATE DEC. 1993 DATUM: N.G.V.D.




P.E.P. SCOUR SURVEY PROJECT 2302-S FEDDT E.19 AU:NGVD

133 1A I B C D E F G H I J K L 133
1341 -10.30 -10.90 -11.10 -11.40 134
1351 135
1361 136
137 137
1368______ __ 138
139 -10.80 -11.50 -11.30 -11.80 1391
140 140
141 __ 141
142 142_
1431 143
144 ____-9.90 -10.80 -11.10 -11.20 144
145 1_114
146 _146
147 __ 147
148 __ 148,
149 ____-9.70 -10.50 -10.10 -9.70 149
151 151
152 1152
153 153
154 ____-9.70 -10.70 -9.60 -9.50 154
155 ____155
156 ____156
157 __ 157
1581___ 158
159 1 1_ -9.80 -10.80 1-9.20 -9.00 1159
160 160
161 161
162 162
163 163
164 1___ -10.60 -11.60 -9.70 -9.50 164
1651___ 165
166 166
167 ____167
165 168
169 -9.80 -11.40 -10.60 -10.10 169
171 ____171
1721 1__ __ 172
173 ____173
174 -10.60 -11.90 -10.10 -9.20 174
176 176
177 177
178 178
1791___ -10.50 -11.40 1-10.00 -9.60 179
180 180
181 ____181
182 1821
183 183184 __ -10.20 -11.50 -11.50 -10.00 184
185 185
1861 186
187 187
18 186
'189 ____-10.60 -11.90 -12.00 -10.60 1891
190 190
191 191
192 192
194 -9.90 -11.00 -10.30 -10.80 194
19519 196 196
19719
198 _______198
1199 ______ __ ___ __ ______ -10.20 -11.00 -10.40 -10.80 199

FIELD DATE DEC. 1993 DATUM: N.G.V.D.




P.EP. SCOUR SURVEY PROJECT 2302-S FEDDT E.19 AU:NGVD

200 A B C D E F G H I J K L 200
201 201
202 202
203 203
204 -10.10 -10.70 -10.20 -10.00 204
205 ___205
207 2071
208 208
209 ____-9.90 -10.30 -9.60 -10.20 209
210 ____210
211 ____211
212 ____212
2131 213,
214 ____-10.10 -10.80 -9.40 -9.10 214
215 __ 215
216 __ 216
217 __ 217
218 __ 218
219 ____-10.10 -11.00 -10.40 -10.80 219
220 ____2201
221 ____221
222 __ 222
223 ____223
224 _______-9.90 -10.40 -9.80 -10.30 224
225 225
2271 1__ 1__ 2271
228 1______ __ 2281
229 ____-9.70 -10.10 -9.20 -9.40 229
230 230
231 ___ ______231
232 ____232
233 __ 233
2341 ___ -9.10 -10.10 -9.30 -9.50 234
235 1___ 2351
237 ____237
238 ____238
239 -10.40 -10.60 -10.70 -9.80 239
240 1240
241 241
243 ____243
244 ____-10.10 -11.00 -9.80 -10.20 244
245 245
246 246
247 1__ ___ 247
2481 1__ 2481
249 __ -10.60 -11.30 -10.30 -10.10 249
250 ___ ___250
251 ___ ______251
252 __ 252
253 1__ __ 253
254 __ -10.50 -11.40 -10.20 -9.70 254
256 ___ ___256
257 ___257 258 258
259 -10.90 -11.80 -10.50 -10.90 259
260 260
261 261
262 262
263 263
264 -11.00 -12.10 -12.00 -12.30 264
265 265
266 ______ ___ __________ __________266

FIELD DATE DEC. 1993 DATUM: N.G.V.D.




267 A B C D E F G H I i K L 267
268 268
269 -11.00 -11.90 -12.50 -12.80 269
270 270
271 271
272 272
2731 1 1 1 1 1 2731
274 -11.00 -11.90 -12.80 -12.80 274
275 275
276 276
277 277
278 278
279 -9.90 -11.10 -10.80 -11.20 1 279
2801 1 1 280
281 281
282 282
283 283
284 -9.50 -10.70 -11.10 -11.40 284
285 285
286 286
287 -10.90 -11.30 -11.40 -11.50 -10.20 -10.40 -10.20 -9.20 287
288 -11.90 -11.40 -11.70 -11.80 -10.20 -10.40 -10.50 -9.50 288
289 -11.10 -11.60 -11.60 -11.90 -10.40 -10.90 -10.80 -9.40 289
290 -11.30 -11.60 -11.70 -11.90 -10.60 -10.90 -10.90 -10.20 290
291 -12.00 -11.50 -11.40 -11.90 -10.70 -11.00 -11.10 -9.50 291
292 -11.30 -10.70 -10.70 -10.70 10.10 -10.70 -10.90 -10.10 292
293 -10.50 -10.80 -10.50 -10.90 1 -11.00 -11.10 1 -11.10 -10.101 293
2941 -10.20 -10.50 -10.40 -10.60 -11.10 -11.50 -11.00 -10.20 294
295 -10.10 -10.40 -10.30 -10.30 -11.10 -11.50 -11.10 -10.20 295
296 -10.20 -10.20 -10.10 -10.30 -11.30 -11.60 -11.20 -10.40 296
297 297
298 298
299 299
300 300
301 301
302 302
303 303
304 304
305 305
306 -10.90 -11.00 -11.20 -11.40 -11.00 -11.10 -10.70 -10.10 306
307 -10.90 -11.30 -11.60 -11.60 1-10.70 -11.20 1 -11.40 -10.001 1 307
308 1-11.70 -11.80 -11.90 -10.80 -11.10 -11.30 -11.10 -10.30 308
309 -11.80 -11.00 -11.20 -10.50 -11.20 -11.20 -11.10 -10.20 309
310 -10.90 -10.70 -10.80 -10.60 -11.30 -11.00 -11.10 -10.30 310
311 -10.70 -10.70 -11.20 -10.80 -11.20 -11.20 -11.10 -10.20 311
312 -11.10 -11.30 -11.60 -11.40 -11.30 -11.60 -11.40 -10.30 312
313 -11.60 -11.60 -11.70 -11.80 -11.70 -11.60 -11.60 -10.50 313
314 -11.90 -12.10 1-12.30 -11.90 1 -11.70 -11.80 1 -11.80 -10.601 1 314
3151 -12.10 -12.00 -12.00 -12.00 -11.95 -12.10 -11.50 -11.20 315
316 -9.10 -10.00 -9.70 -9.30 316
317 317
318 318
319 319
320 320
321 -10.90 -10.60 1-10.70 -10.40 1 -10.50 -10.40 -10.30 -9.60 321
3221 -9.60 -10.70 -10.90 -10.30 -10.20 -10.30 -10.20 -9.70 322
323 -11.00 -10.90 -10.90 -10.40 -10.60 -10.50 -10.50 -9.80 323
324 -10.70 -10.90 -11.10 -11.10 -10.40 -10.70 -10.50 -10.80 324
325 -9.90 -10.40 -10.90 -11.20 -10.60 -10.70 -10.60 -9.70 325
326 -10.80 -10.90 -11.00 -10.60 -10.80 -10.70 -10.90 -10.50 326
327 -10.80 -10.90 -10.901 -10.50 -10.401 -10.60 -10.70 -9.70 327
328 -10.70 -10.70 -10.80 -10.60 1-10.10 -10.30 1 -10.30 -9.40 328
329 -10.70 -10.70 1 -1 .801 -11.00 1 -9.50 1 -9.70 1 -9.70 -9.10 1 329
330 -10.10 -10.40 1 -10.601 -10.50 1 -9.30 1 -9.40 1 -9.40 1 -8.80 1 1 1 %

P.E.P. SCOUR SURVEY PROJECT2302-S

FIELD DATE DEC. 1993 DATUM: N.G.V.D.




APPENDIX A
SUMMARY OF EVENTS




APPENDIX A: SUMMARY OF EVENTS "Monitoring and Evaluation of Submerged Offshore Breakwater in the Town of Palm Beach"
Quarterly Survey Number One November 1, 1993
Received Notice to Proceed
November I through 17, 1993
Weather conditions not suitable for surveying.
November 18, 1993
Attached buoys to every tenth module for identification purposes.
November 19 and 20, 1993
Attempted to shoot elevations on modules; seas too rough to continue large surge
near modules.
November 22 through 24, 1993
Weather conditions not suitable for surveying.
November 25, 1993
Holiday




November 26 through December 5, 1993
Weather conditions not suitable for surveying.
December 6 and 7, 1993
Scour Survey
December 8 and 9, 1993
Weather conditions not suitable for surveying.
December 10, 13, 17, 21, 22, 1993
Onshore profiles.
December 15, 1993
Offshore Profiles.
December 23 through January 1, 1994
Reduction of profile data and comparison with August, 1993 survey data
January 3 and 4, 1994
Preparation of report.




APPENDIX B
AS-BUILT DRAWINGS




z RID
SCALE: I 200'
20DO20

L.sABB RI LAT.Aso
xesssmE 2T.-T T
L. 56 1. 2 o .2sss 6 H asS1229 26-42-35.50 N
7864700.439 00-01-57,7430 w
. 1667.60992 6. -3.._ CLAE
vasesonese so-om-ssats@
LEGEND
I.P 8' I NER 8U-U E -5 2EN L7 1. 0- ITT

tl T.is unEY IS .wa -ID ti mass statED v E oLssED. s vva saLt. a. r-S sum r wAs IReEDE ro. a aRIc.. coaTertu aER
3 -1s 11ec CE 1 s 1 s not esmaTED -o E.s-Tm s S-rns1 I
-5 ws RC- F s cOLE i. E o rteRi 1 ucuT- 1113.
.wE .o -T se '..N Set cDonI E[T N. n
C corot s i c ISnt s WERE suPLED T t D R ID a a T 1 o S
C TIFICTIS ORPO
,E E M C RPORISON -BUILT N ONI AKENNETH C. JACKSM, P.L.S. ND. 4549

z
I I
z
zn 0
5 m u0 2
n.

PROFILE MONUMENT COORDINATES
....... b k .... ... .......... ....I '
......... s.s... ...... .....s .... esn e ase s ..o.... ..... us... ..... .........
o s 2ss 9 s s s 6097.
6-53.21019 211.67 951 6 I C0214 C1 I S.255 262'1D
00936 As e5s23 66563 s 30o5210l E15342 62 s636 r o s 6.42
l. 6 6 2 191 11 03.7 160.65 0996 1 D15556 69 on o.0
I9. 91 615143 I S6603 0 5 0ossas9 sis366 63 666600 6' 106669. 61950e 62 66s0 .2 06 0090166 63ss5.9266s063.56 9066696 615306 60 6643 65so Ro9.974 a1056o6 66as053.02 9090es alss25.25 a61363.56 6o0sar s102427 66356652 4099146 a19se672 66056.0
:::l.
I A,
osse 6 81539.6 2 s23. Rossess a 5s587.679 es1 L7 Rio l eIsas65 95570 5 34 535669n a10525.2566263.56 5096690 e 5956 3 as663 79 639975 61S0592 7 663063.562
909s650 6155371 .5666632 9 Ros9r 615579.66 30677 62

ag




GRID ,
SCALE. r 40S0 oo o, I
CIE I 0CCN
I Z '
m z
X816000 OSIROCO 0800
Lc OCEAN C 0 CjE A
- -. -_ - - - ,-- -- - .- .- .- .- .- .- .- .- .- .- .- . . . . . . . . . . -.. . . . . . . . . .- ", t
r a z
- -- - -
SECTION 23 & 2- TOWNSHIP 43S RANGE 43E
PALM BEACH COUNTY, FLORIDA ..
AUCUST 1H3
o 0 0 o
SEE SHEET I FOR NOTES __tiI L




SCALE, r 40'
Iz
OAX8RILI6R00 0X816000400 40040-R 'I4N T I C C E A
x z
EAS- Ll or PPo- STATE EAsE T
wwTERLY L[WITS OS ORICDJL STATL SAT EET
UP iT Dn C T ..................... ---- I
- - - LIMIToOF 5QPOSE TA [F E N
Ro9'Do on is
ROTSSTEESCICA't
R07BE
R-98 1989
SETO 23 26 ---- TONS 43 RAG -3 00SEE SHEETI FORUNOEST_1993
ac.u
00
0 l0
TOWN OF PALM BEACH --:" 0
SECTION 23 & 26 TOWNSHIP 435 RANGE 43E ,o
-----P A LM--B E A CH--C O U N T Y,---F L O R / DA--- ....- - - -- - - - - -
SEE SHEET / FOR NOTES
EICEE U"' P3NA11989 CH CNT9. FL RDA..




SCALE r 40
A N T I C E AN
[STETLY UNITS PR 0O SD StaT EA5EE N IT T)T
- - -0 -6 xsi ooo I 0UNIT ISlI N I
.02
. ~ ~ E TO 2. &. 26 ... ----- TO NS / 43 RA G 43 -" -" -.. .. . . . . . . .. .
IN,
PALM ~ ~ ~ ~ ~ ~~ E BEACHL CONYFO/DLEAIOT.UFLLnPET1 S E T 01 L. STE1AS TR U1 ... h
X815300NX STS30 X8O30
5: w
z 2n
MET N ac O CE A N STP OUFz IEA INTRIEO TE
P- ------------ ------ ---------------- - - - - - - - - - - - - - - - - - - --......... ....
CR C.. . TOW.OF P L.BE CH............. uOSo,,
SECTION~~~~~~~~~~.. .... 6-TWSI 3 AG .E ..... -14~STE COI;tC TEE 00t p
4 I IP T I 4F L
R069 ItwT
STOOLOF 'ILE E-7T4OL VIVO
TOON OF PILE 0EAC OrUGST 19E L93f 0
D056890 STOO---. 0STELE SHETSL
SECTION 23 & 26 TOWNSHIP 43S RANGE 43E P i
PALM BEACH COUNTY, FLORIDA DETAIL AT OUTFALL 2265-S
X815300 X81S300 X815300 41

SEE SHEET I FOR NOTES




X815950 X815950
GR ID
TIC OCEAN SCALE r 40
o-u mN T I C 0 C E A N..
S-- -- 2 ''- '..-- -- ---- --- --- --- --"L T A _.. .. ..ETTT.a, 0STDATA EDEETTEcTc sTEAs
NASN OC S 2ETs L'S OP
T& [S N R z LOnGSE :' 472" SE VSCSTA*AL SEA 5' ATTAS SESAERLLY O AAS ST A 64'3.2O" z
SESPSE AAA T S ..A.S .. PI,,! S .ST.T EASE.ET. ,, .. ....
EST ScTEEL .TILT T' L -- -- --
, z.
ROE I A I"
IIsugan
- -- --
amn ctor vecetnta a so
ELA .EReseasR R 6ARRER A R O9 6R89 BC R05EF /A R "OO6OS 098OI 098
OSE RR95BREEi R.E569F
".2. 3ESEEVEAS'
TOWN OF PALM BEACH
SECTION 23 & 26 TOWNSHIP 43S RANGE 43E
2265-5
PALM BEACH COUNTY, FLORIDA
--- xBE~oo -- XB,500 -' ]" a 40*
xI200 I 15200 O
EE SHEET I FOR NOTES
SEE SHEET I FOR OTESDIT
jj