Appendix A - Permit Drawings

ONSLOW
JONES
CARTERET
PAMLICO
BEAUFORT
PITT
PENDER
HYDE
LENOIR
CRAVEN
NEW
HANOVER O N

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CAPE
LOOKOUT
CAPE
FEAR A T

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A

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NEW RIVER
INLET
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BEAUFORT
INLET
PROJECT AREA
BOGUE
INLET
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BRUNSWICK
LONG B A Y
A T L A N T I C O C E A N
BRUNSWICK COUNTY
LONG BAY
TUBBS INLET
HOLDEN BEACH OAK ISLAND
CA
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BALD HEAD ISLAND
ONSLOW BAY
OCEAN ISLE
BEACH
SHALLOTTE
INLET
LOCKWOODS
FOLLY INLET CASWELL BEACH
NC 17
SHALLOTTE
SOUTHPORT
VARNAMTOWN
SUNSET BEACH
SOUT
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VICINITY MAP
NTS
LOCATION MAP
NTS
OAK ISLAND RENOURISHMENT PROJECT 2021/2022
OAK ISLAND, NORTH CAROLINA
TOWN OF OAK ISLAND
4601 E. OAK ISLAND DRIVE
OAK ISLAND, NC 28465
INDEX:OF
G-001
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NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
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PROPOSED RENOURISHMENT
AREA, SEE PROJECT
MAP ON SHEET G-004
PROPOSED JAY BIRD
SHOALS BORROW AREA,
SEE PROJECT MAP ON
SHEET G-004
PROPOSED CENTRAL
REACH BORROW AREA,
SEE PROJECT MAP ON
SHEET G-004
INDEX:OF
G-002
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29
OF IN A PERMITTED LANDFILL.
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED
EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE
THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE
ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONTRACTORS RESPONSIBILITY.
5.
4.
BID QUANTITIES
1.THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE:
1,282,000 CY
16.
6.
7.
10.ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK LIMITS
SHALL BE PROTECTED AND/OR REMOVED AND LATER REPLACED BY THE
CONTRACTOR AS DIRECTED.
MEAN HIGH WATER (MHW) 1.8
NAVD 88
MEAN TIDE LEVEL (MTL) -0.6
1.8'
0.6'
THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE BEACH
FILL DRAWINGS AND BELOW ARE BASED ON NOAA TIDAL DATUMS AT THE OAK ISLAND, ATLANTIC
OCEAN, NC STATION.
2.9'
MEAN LOWER WATER (MLW) -2.9
8.STAGING AND ACCESS AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING AND
ACCESS AREAS SHALL BE CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES
AT THE COMPLETION AND ACCEPTANCE OF WORK IN THE AREA. THE CONTRACTOR SHALL
RESTORE THE STAGING AND ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER WORK
IN THE AREA IS COMPLETE. THIS WORK INCLUDES REPLACEMENT OF FENCING, SIGNS,
SAND FENCE, BEACH VEGETATION, WALKWAYS, DUNES, DUNE VEGETATION, PARKING
FACILITIES, PAVED AREAS AND OTHER MISCELLANEOUS ITEMS. ALL REPLACEMENT
MATERIALS SHALL BE APPROVED BY THE OWNER BEFORE INSTALLATION.
THE STAGING AND ACCESS AREAS SHOWN ON G-005 ARE OWNED BY THE TOWN OF
OAK ISLAND. COORDINATION WITH THE TOWN MANAGER SHALL BE REQUIRED BEFORE
USE. FOR THE STAGING AND ACCESS AREAS, THE POINT OF CONTACT IS:
BEACH RESTORATION
MR. DAVID KELLY
TOWN MANAGER
TOWN OF OAK ISLAND
4601 EAST OAK ISLAND DRIVE
OAK ISLAND, NC 28465
[phone]
[e-mail]
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS3.
1.
THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE2.
AND SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING
TO THE PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS.
ALL BEACH FILL, DREDGING AND PLANTING WORK SHALL CONFORM TO THE
REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
GENERAL NOTES:
2.THE FOLLOWING ESTIMATES OF PLANTING QUANTITIES REQUIRED FOR THE PROJECT ARE:
110,600 SYDUNE PLANTING
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THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL
SPECIFICATIONS. IF THERE ARE CONFLICTS BETWEEN THE PLANS AND
SPECIFICATIONS, THE CONTRACTOR SHALL ALERT THE OWNER AND
ENGINEER. THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE.
9.UNLESS OTHERWISE APPROVED BY THE OWNER, EXCESS EQUIPMENT MAY ONLY
BE STORED IN APPROVED STORAGE/STAGING AREAS OR TEMPORARY AREAS
IN THE IMMEDIATE VICINITY OF THE BEACHFILL PLACEMENT SITE. THE OWNER
RESERVES THE RIGHT TO LIMIT SUCH AREAS AS DEEMED NECESSARY. OPERATION
OF GRADING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED
OUTSIDE THE WORK AREA LIMITS EXCEPT FOR INGRESS AND EGRESS OF THE
SITE AT APPROVED LOCATIONS. THE STACKING OF DISCHARGE PIPES IN LAYERS
EXCEEDING TWO PIPES HIGH SHALL BE PROHIBITED IN ANY OF THE STORAGE
OR STAGING AREAS INCLUDING THE TEMPORARY AREAS.
ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
1.
PIPELINE CORRIDOR SHALL BE DELINEATED WITH BUOYS BY THE CONTRACTOR IN THE
PRESENCE OF THE OWNER BEFORE PLACEMENT.
2.
DREDGING
THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE DREDGING SURVEYS ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
DATUM 83 (NAD 83).
ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED
TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).
THE BATHYMETRY PRESENTED ON THE DREDGING PLANS IS BASED ON A SURVEY
COMPLETED IN JUNE 2019 BY GEODYNAMICS AND CAN ONLY BE CONSIDERED AS
INDICATING THE CONDITIONS AT THAT TIME.
11.
12.
13.
A POST-DREDGE SURVEY OF THE BORROW AREA SHALL BE COMPLETED BY AN
INDEPENDENT PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH
CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR TO STANDARDS OUTLINED IN
THE TECHNICAL SPECIFICATIONS.
3.
BEACH FILL
1.
3.
5.
14.
SAND SHALL BE PLACED WITHIN THESE LIMITS AND GRADE LINES AS PRACTICALLY AS
POSSIBLE. TOLERANCE SHALL BE WITHIN ±0.5 FOOT FOR BERM ELEVATION AND WIDTHS
OUT TO THE MEAN TIDE LEVEL (MTL). PAYMENT WILL BE MADE FOR THE CY/FT SHOWN ON
THE PLANS WITH A TOLERANCE OF ±10%. EVERY ATTEMPT WILL BE MADE BY THE
CONTRACTOR TO FILL WITHIN THE PRESCRIBED TEMPLATE. SEE TECHNICAL
SPECIFICATIONS. THE BEACH FILL SHALL BE PLACED BY REACH FROM EAST TO WEST.
ALL SAND EXCAVATED FROM THE BORROW AREAS SHALL BE TRANSPORTED TO, AND
DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS-SECTIONS SHOWN ON
THE DRAWINGS.
CONTRACTOR SHALL TAKE CARE TO GRADE THE DUNE AND BERM SO THAT PONDING
LANDWARD OF THE CRESTS IS MINIMIZED.
THE BATHYMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS BASED
ON A SURVEY COMPLETED IN AUGUST 2020 BY TI COASTAL AND CAN ONLY BE CONSIDERED AS
INDICATING THE CONDITIONS AT THAT TIME.
4.THE OWNER MAY MAKE ALTERATIONS IN THE PLAN DIMENSIONS, GRADE OF SLOPES, OR VOLUME
OF FILL PER FOOT OF BEACH IN ORDER TO ACCOUNT FOR CHANGED CONDITIONS SINCE THE TIME
OF THE EXISTING CONDITIONS SURVEY. THE CONTRACTOR SHALL WORK CLOSELY WITH THE
OWNER TO ENSURE THAT THE TOTAL QUANTITY OF SAND ALLOWED UNDER THE CONTRACT IS
PLACED AS EFFECTIVELY AS POSSIBLE.
2.AFTER NOTIFICATION BY THE CONTRACTOR OF THEIR INTENT TO COMMENCE DREDGING AND
SAND PLACEMENT, A CURRENT BEACH SURVEY WILL BE PERFORMED BY THE OWNER. THE
CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 WEEKS PRIOR TO THE COMMENCEMENT
OF BEACH FILL PLACEMENT. THE UPDATED BEACH SURVEY WILL BE USED TO ADJUST THE
LIMITS AND GRADE LINES TO MEET THE FILL DENSITIES PROVIDED WITH THE SECTIONS ON
SHEETS C-303.
EXISTING WALKWAYS SHALL REMAIN AND NOT BE DAMAGED BEYOND CURRENT CONDITIONS. ANY
ADDITIONAL DAMAGE WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS COST AS DIRECTED
BY THE OWNER OR THE ENGINEER. FILL SHALL BE PLACED COMPLETELY UNDERNEATH AND/OR
AROUND STRUCTURES.
6.
8.
CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS.7.
9.BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL.
10.SEE TECHNICAL SPECIFICATION FOR ADDITIONAL PLACEMENT REQUIREMENTS.
11.THE CONTRACTOR SHALL PROVIDE TEMPORARY SAND RAMPS OVER THE PIPELINE FOR
PEDESTRIAN AND EMERGENCY VEHICLE ACCESS ALONG THE BEACH. THE MAXIMUM DISTANCE
BETWEEN THESE TEMPORARY SAND RAMPS SHALL BE 500 FEET. THESE TEMPORARY SAND
RAMPS SHALL BE LEVELED ONCE THE PIPELINE HAS BEEN MOVED. THE CONTRACTOR SHALL
ALSO CONSTRUCT A BARRIER TO KEEP THE PUBLIC AT LEAST 250 FEET FROM THE DISCHARGE
PIPE IN BOTH DIRECTIONS UP AND DOWN THE BEACH. SEE THE TECHNICAL SPECIFICATIONS.
PRE- AND POST-CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED BY AN
INDEPENDENT PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH
CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR. TRANSECTS SHALL BE AT
100-FOOT INTERVALS. ADDITIONAL ELEVATIONS SHALL BE TAKEN AS NECESSARY TO
ACCURATELY REPRESENT TOPOGRAPHY OF THE BEACH AREA.
INDEX OF DRAWINGS
INDEX NO.SHEET NO.SHEET TITLE
GENERAL
1 G-001 COVER SHEET
2 G-002 DRAWING INDEX AND GENERAL NOTES
3 G-003 ABBREVIATIONS & LEGEND
4 G-004 PROJECT MAP
5 G-005 STAGING AND SURVEY CONTROL
CIVIL
6 C-100 KEY PLAN
7 C-101 SITE PLAN 1 OF 18
8 C-102 SITE PLAN 2 OF 18
9 C-103 SITE PLAN 3 OF 18
10 C-104 SITE PLAN 4 OF 18
11 C-105 SITE PLAN 5 OF 18
12 C-106 SITE PLAN 6 OF 18
13 C-107 SITE PLAN 7 OF 18
14 C-108 SITE PLAN 8 OF 18
15 C-109 SITE PLAN 9 OF 18
16 C-110 SITE PLAN 10 OF 18
17 C-111 SITE PLAN 11 OF 18
18 C-112 SITE PLAN 12 OF 18
19 C-113 SITE PLAN 13 OF 18
20 C-114 SITE PLAN 14 OF 18
21 C-115 SITE PLAN 15 OF 18
22 C-116 SITE PLAN 16 OF 18
23 C-117 SITE PLAN 17 OF 18
24 C-118 SITE PLAN 18 OF 18
25 C-119 JAY BIRD SHOALS BORROW AREA
26 C-120 CENTRAL REACH BORROW AREA
27 C-301 BORROW AREA CROSS SECTIONS
28 C-302 BORROW AREA CROSS SECTIONS
29 C-303 TYPICAL CROSS SECTIONS
15.THE AERIAL IMAGERY PRESENTED ON THE BEACH FILL PLANS IS A NOAA AERIAL FROM AUGUST
4, 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME.
INDEX:OF
G-003
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B5
CS-555
SAMPLE VIEW TITLE
SCALE: 1"=50'
A3
SF-123
C4
G-101
LEGEND
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
VIEW TITLE
SECTION CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
DETAIL CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
A3
SF-123
DETAIL CALLOUT WITH
LEADERS
C4
G-101
SECTION CALLOUT
WITH JOG
1
KEYED NOTE
1 2 3 4 5
D
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A
1 2 3 4 5
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B
A
DRAWING AREA
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DRAWING AREA COORDINATE SYSTEM (DACS)
Sheet Reference
Number:
SF-102
SHEET
DESIGNATOR
SHEET TYPE
SHEET
SEQUENCE
* VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT
EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM;
"VIEW NO./SHEET NO." (EG A1/CS-5001)
DISCIPLINE DESIGNATORS
DISCIPLINE DESIGNATOR
GENERAL G
SURVEY/MAPPING V
GEOTECHNICAL B
CIVIL WORKS W
CIVIL C
STRUCTURAL S
MECHANICAL M
ELECTRICAL E
OTHER DISCIPLINES X
SHEET TYPE DESIGNATORS
0 GENERAL (COVER SHEET, LEGEND, NOTES)
1 PLANS (HORIZONTAL VIEWS)
2 ELEVATIONS (NOT TYPICALLY USED)
3 SECTIONS (OVERALL VIEWS)
4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)
5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)
6 SCHEDULES
7 USER DEFINED
8 USER DEFINED
9 3D ISOMETRIC
SECONDARY DESIGNATORS
DEMOLITION D
GENERAL G
SUBSTRUCTURE B
FRAMING F
COMPONENT C
SITE S
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\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
G
-
0
0
3
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
0
3

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
8
/
2
0
2
0

1
1
:
5
5

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
LEGEND
MEAN HIGH WATER LINE
MEAN LOW WATER LINE
WP-##
PROPOSEDEXISTING
MEAN TIDE LEVEL LINE
PROPERTY LINE
MAJOR CONTOUR
MINOR CONTOUR
5
FILL SLOPE LIMIT
CONSTRUCTION BASELINE WORK POINT
ABBREVIATIONS
NAME
NGS STATION
CY CUBIC YARDS
FT FEET OR FOOT
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
MTL MEAN TIDE LEVEL
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
NOAA NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION
No.NUMBER
TYP TYPICAL
VEG VEGETATION
WP WORK POINT
B.L. BASELINE
@ AT
~ APPROXIMATELY
FILL SLOPE BREAK
OAK ISLAND
LONG BEAC
H
CAS
W
E
L
L

B
E
A
C
H
ST. JAMES
SHEEP
ISLAND
JAY BIRD SHOALS
BORROW AREA,
SEE SHEET C-119
~1
.
1
3

M
I
L
E
S
~
1
.
8
0

M
I
L
E
S
A T L A N T I C O C E A N
ZONE 1
ZONE 2
ZONE 3
EAST PROJECT LIMITS
TOTAL FILL LENGTH = 8,600 FT
TOTAL FILL VOLUME = 195,500 CY
CENTRAL REACH
BORROW AREA,
SEE SHEET C-120
ZONE 1
ZONE 2
ZONE 4
~
4
.
0
0

M
I
L
E
S
~10.8
5

M
I
L
E
S
~1
.
9
0

M
I
L
E
S
WEST PROJECT LIMITS
TOTAL FILL LENGTH = 17,500 FT
TOTAL FILL VOLUME = 1,086,500 CY
ZONE 3
POTENTIAL
PLACEMENT AREA
UNDER CAMA #31-20
SEE NOTE 2
ARTIFICIAL REEF,
SEE NOTE 3
AR-430
N: 44676.98
E: 2253003.82
R2000.00'
ARTIFICIAL REEF,
SEE NOTE 3
AR-425
N: 50045.70
E: 2270328.89
R2000.00'
INDEX:OF
G-004
PR
O
J
E
C
T

M
A
P
4
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
G
-
0
0
4
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
0
3

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
2
3
/
2
0
2
0

1
:
1
9

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NOTES:
1.OFFLOADING STATION AT BEACH NOURISHMENT SITES SHALL BE USED TO
PUMP DREDGED MATERIAL ONTO BEACH. THIS STATION SHALL MOVE EAST
OR WEST AS THE NOURISHMENT PROJECT IS COMPLETED. DREDGED
MATERIAL SHALL BE TRANSPORTED FROM THE BORROW AREA DIRECTLY BY
THE DREDGE AND OFFLOADED AT THIS LOCATION. CONTRACTOR SHALL
PROVIDE MAP OF PROPOSED OFFLOADINGS STATIONS AND PIPELINE IN
ACCORDANCE WITH PERMITS, SEE TECHNICAL SPECIFICATIONS.
2.POTENTIAL PLACEMENT AREA PREVIOUSLY PERMITTED UNDER CAMA #31-20
TO INCLUDE APPROXIMATE FILL LENGTH OF 4,300 FT AND FILL VOLUME OF
165,000 CY. THE VOLUME ASSOCIATED WITH THIS PLACEMENT AREA IS NOT
INCLUDED IN THE TOTAL PROJECT VOLUME FOR THIS PERMIT MODIFICATION
REQUEST.
3.2,000 FOOT BUFFER FOR PLACEMENT OF ANY PROJECT EQUIPMENT AROUND
AR-425 AND AR-430.
2000'0'2000'4000'
SCALE: 1''=2000'
N
KINGS LYN
N

D
R
NGS MONUMENT LOCK
NGS MONUMENT WOLTZ
W DOLPHIN DR
W BEACH DR
W PELICAN DR
W PELICAN DR
20
t
h

P
L

W
NGS MONUMENT RED
E OAK ISLAND DR
NE

5
8
t
h

S
T
E BEACH
D
R
E DOLP
H
I
N

D
R
SE

4
6
t
h

S
T
STAGING AREA
STAGING AREAS
E BEACH
D
R
29
t
h

P
L

E
E DOLPHIN
D
R
STAGING AREA
W PELICAN DR
E BEACH DR
E DOLPHIN DR
S
M
I
D
D
L
E
T
O
N

A
V
E
STAGING AREA
W BEACH DR
THE POINT
INDEX:OF
G-005
ST
A
G
I
N
G

A
N
D

S
U
R
V
E
Y
CO
N
T
R
O
L
5
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
G
-
0
0
5
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
0
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
6
/
2
0
2
0

5
:
2
7

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MONUMENT NORTHING EASTING ELEVATION
LOCK 61226.24 2232959.41 4.92
N
MONUMENT NORTHING EASTING ELEVATION
WOLTZ 61377.64 2248806.84 34.45
MONUMENT NORTHING EASTING ELEVATION
RED 60209.52 2271232.70 13.23
STAGING AREA 1
NOT TO SCALE
SURVEY CONTROL
NOT TO SCALE
KINGS LYN
N

R
D
STAGING AREA
STAGING AREA 2
NOT TO SCALE
STAGING AREA 3
NOT TO SCALE
STAGING AREA 4
NOT TO SCALE
STAGING AREA 5
NOT TO SCALE
STAGING AREA
ATLANTIC OCEAN
SHEET C-107SHEET C-108SHEET C-109SHEET C-110SHEET C-111SHEET C-113
SHEET C-114
SHEET C-112
SHEET C-115SHEET C-116
SHEET C-117
SHEET C-118
SHEET
C-101
SHEET
C-102
SHEET
C-103
SHEET
C-104
SHEET
C-105
SHEET
C-106
ATLANTIC OCEAN
INDEX:OF
C-100
KE
Y

P
L
A
N
6
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
1
0
0
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
0
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
2
3
/
2
0
2
0

1
2
:
0
0

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
N
800'0'800'1600'
SCALE: 1''=800'
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLW
MLW MLWMLWMLWMLWMLWMLWMLWMLW
-6
-4
-2
0
2
4
6
8
-6
-4
-2
0
2
4
6
6
6
8
OCEAN DR
I
V
E
NO
R
T
O
N

S
T
M
E
R
C
E
R

S
T
S
T
E
L
L
E
R

S
T
M
C
G
L
A
M
E
R
Y

S
T
TOWN OF
OAK ISLAND HORNSTEIN CAROLYN
C
A
R
T
E
R

M
A
R
Y
BARBEE DUDLEY W ETAL BARBEE DUDLEY W ETAL
T
O
W
N

O
F
O
A
K

I
S
L
A
N
D
A
T
K
I
N
S
S
A
M
U
E
L

D
E
T
A
L
S
T
O
W
N

O
F
Y
A
U
P
O
N

B
E
A
C
H
T
O
W
N

O
F
Y
A
U
P
O
N

B
E
A
C
H
T
O
W
N

O
F
Y
A
U
P
O
N

B
E
A
C
H
D
A
W
S
O
N

D
A
V
I
D

P

E
T
U
X

A
M
Y
S

&

F

O
F
F
I
C
E

R
E
N
T
A
L
S

L
L
C
H
U
F
F
M
A
N

W
I
L
L
I
A
M

C

E
T

B
E
T
T
Y

E
STEGALL C C ESTATE
L
A

F
A
M
I
G
L
I
A

O
A
K
I
S
L
A
N
D

L
L
C
W
I
L
L
I
A
M

W

H
U
D
S
O
N

T
R
U
S
T

A
N
D
J
O

E
L

L
Y
N
N

H
U
D
S
O
N

T
R
U
S
T
CARTER E M ETUX
COOK KENCARTER MARYBR
A
U
E
R

R
O
B
E
R
T

&
ET
A
L
S
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MHW
20:1 SLOPE
20:1 SLOPE
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP
OF DUNE (EL
VARIES) 10' WIDTH
PROPOSED TOP
OF BERM (EL 7.0)
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
B.L. DUNE
D1
C-303
EXISTING MHW
EXISTING MLW
EXISTING MTL
PROPOSED MTL
2016 VEG LINE
SURVEY B.L.
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
INDEX:OF
C-101
SI
T
E

P
L
A
N

1

O
F

1
8
7
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
2
N
Dw
n

b
y
:
De
s
i
g
n
e
d

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H
M
E
N
T
PR
O
J
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C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
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R
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N
A
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E
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2
8
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P
M

b
y

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M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

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F

T
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E

N
E
U
S
E

R
O
A
D
,

S
T
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0

R
A
L
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N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
60'0'60'120'
SCALE: 1''=60'
MHWMHWMHWMHWMHW
MHW
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
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0
2
4
44
6
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0
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8
OCEAN DRIVE
SH
E
R
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L
L

S
T
B
A
R
B
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B
L
V
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WO
M
B
L
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T
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S
T
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S
T
BARBEE DUDLEY W ETAL
BARBEE BILLIE J
TOWN OF OAK ISLAND
BA
R
B
E
E

B
I
L
L
I
E

J
BARBEE DUDLEY W ETAL PRUITT RALPH
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N
N
I
N
G
LA
N
G
H
O
R
N
E

W
LA
N
G
H
O
R
N
E

W

C
A
N
N
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G
RE
V
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C
A
B
L
E

L
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T
R
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LU
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C
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F
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TO
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M
Y

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LU
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TO
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A
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M
A
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A
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M
A
R
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A

E
TR
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S
T
E
E
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MTL
PROPOSED MHW
20:1 SLOPE
20:1 SLOPE
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
PROPOSED TOP
OF BERM (EL 7.0)
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
PROPOSED LANDWARD
TOP OF BERM (EL 7.0)
B.L. DUNE
D1
C-303
C1
C-303
EXISTING MHW
EXISTING MLW
EXISTING MTL
2016 VEG LINE
SURVEY B.L.
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
INDEX:OF
C-102
SI
T
E

P
L
A
N

2

O
F

1
8
8
11
-
1
8
-
2
0
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M
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-
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8
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JD
M
29
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T
C
H

-

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E
E

S
H
E
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T

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1
0
3
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b
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s
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c
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F
A
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H
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M&
N

P
r
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c
t

N
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.

Dr
a
w
i
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g

c
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e
:

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k
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K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
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l
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:

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:
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2
8
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A
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n
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1
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P
l
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d
:

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1
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2
3
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2
:
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9

P
M

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y

M
O
R
G
A
N
,

N
E
K
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L
;

S
a
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d
:

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1
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1
8
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2

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
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30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
1
60'0'60'120'
SCALE: 1''=60'
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MHWMHWMHWMHWMHW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
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W
MLWMLWMLW
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0
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2
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6
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88
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8
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0
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6
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h

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9
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h

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T
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W
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L
L

S
T
A
V
A
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M
O
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A
M
M
A
D
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U
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A
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A
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A
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L
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E
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E
S
L
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A
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L
L
C
T
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W
N

O
F
L
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G

B
E
A
C
H
BAILEY BELLE M
P
O
T
T
E
R
G
R
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G
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A

E
T
U
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V
I
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K
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E

M
C
C
U
L
L
TH
O
M
P
S
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N
SC
O
T
T
Y

M
TO
W
N

O
F
LO
N
G

B
E
A
C
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LY
N
C
H

O

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ET
U
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L
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SH
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B

&
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N
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C
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TR
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T
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HA
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R
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L
S
O
N
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L
L
A
C
E

C
TOWN OF OAK ISLAND
HORNSTEIN CAROLYN BARBEE ETALS
T
O
W
N

O
F
L
O
N
G

B
E
A
C
H
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MTL
PROPOSED MHW
20:1 SLOPE
20:1 SLOPE
PROPOSED TOP
OF BERM (EL 7.0)
PROPOSED LANDWARD
TOP OF BERM (EL 7.0)
C1
C-303
EXISTING MHW
EXISTING MLW
EXISTING MTL
2016 VEG LINE
SURVEY B.L.
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
INDEX:OF
C-103
SI
T
E

P
L
A
N

3

O
F

1
8
9
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
4
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
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i
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w
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d

b
y
:
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t
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:
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d

b
y
:
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b
m
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b
y
:
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a
w
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n
g

S
c
a
l
e
:
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t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
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j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
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n
Da
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p
r
.
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r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

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:
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R
A
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1
0
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2
8
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1
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A
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m
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n
d
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1
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3
;

P
l
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d
:

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1
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2
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2
:
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0

P
M

b
y

M
O
R
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A
N
,

N
E
K
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L
;

S
a
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d
:

1
1
/
2
2
/
2
0
2
0

1
1
:
2
2

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
2
60'0'60'120'
SCALE: 1''=60'
MHW
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
-8
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2
4
6
8
8
8
8
10
10
12
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0
2
4
6
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7
1
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t

S
T
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7
2
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7
3
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d

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T
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4
t
h

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T
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7
4
t
h

S
T
E BEACH DRIVE
ST JAMES PLANTATION
PROPERTY OWNERS
BRINKLEY JOHN H III
EAST BEACH PROPERTY OWNERS ASSN INC
Z
O
R
N

P
E
T
E
R

&

M
A
R
S
H
A
C
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U
R
C
H
A
N
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T
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N

P
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&

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A
R
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A
C
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C
H
A
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T
R
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M
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R
A
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A

I
I
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L
I
N
D
A
C
H
A
S
E

S
U
S
A
N

D
E
N
I
S
E
M
I
L
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C
H
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R
Y
L

R
E
N
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B
E
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M

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U
D
I
T
H

A
N
N

T
R
U
S
T
E
E
L
O
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F
F
E
L
M
A
N

P
A
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L

H

E
T
U
X

C
L
A
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M
L
A
R
S
O
N

L
I
V
I
N
G

T
R
U
S
T
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MTL
PROPOSED MHW20:1 SLOPE 20:1 SLOPE
PROPOSED TOP
OF BERM (EL 7.0)
PROPOSED LANDWARD
TOP OF BERM (EL 7.0)
C1
C-303
EXISTING MHW
EXISTING MLW
EXISTING MTL
2016 VEG LINE
SURVEY B.L.
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
INDEX:OF
C-104
SI
T
E

P
L
A
N

4

O
F

1
8
10
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
5
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
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w
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d

b
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:
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:
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.
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d

b
y
:
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b
m
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d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

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o
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H
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N
T
PR
O
J
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C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
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NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
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1 2 3 4 5 6
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MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
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MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
-8
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L
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ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
20:1 SLOPE
20:1 SLOPE
4:1 SLOPE 4:1 SLOPE
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
PROPOSED TOP
OF BERM (EL 7.0)
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
PROPOSED LANDWARD
TOP OF BERM (EL 7.0)
B.L. DUNE
C1
C-303A1
C-303
EXISTING MHW
EXISTING MLW
EXISTING MTL
5:1 SLOPE
2016 VEG LINE
SURVEY B.L.
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW
INDEX:OF
C-105
SI
T
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P
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5

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H
M
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N
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O
J
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C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
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E
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8
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1
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9
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2

A
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b
y

N
M
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G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
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E
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0
0

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A
L
L
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6
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1
0
4
60'0'60'120'
SCALE: 1''=60'
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
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2
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2
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E
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E
L
L
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J
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
20:1 SLOPE
4:1 SLOPE
4:1 SLOPE
PROPOSED TOP
OF BERM (EL 7.0)
A1
C-303
EXISTING MTL
EXISTING MLW
EXISTING MHW
5:1 SLOPE
2016 VEG LINE
SURVEY B.L.
MH
W
MHW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
INDEX:OF
C-106
SI
T
E

P
L
A
N

6

O
F

1
8
12
11
-
1
8
-
2
0
BP
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S
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M
29
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1
0
6
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b
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:
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P
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S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

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1
2
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;

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l
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:

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1
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2
:
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3

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a
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d
:

1
1
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8
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2
0
2
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1
2
:
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5

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
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0
0

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L
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C-
1
0
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60'0'60'120'
SCALE: 1''=60'
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T
O
D
D
ET
U
X

V
I
C
K
I

B
PA
R
K
E
R
DU
R
W
O
O
D

T

E
T
U
X
GL
O
R
I
A
MI
L
T
O
N

C

D
A
R
R
IN
C
MU
I
R

P
E
T
E
R

J
ET
U
X

M
A
R
I
E
WE
R
N
E
R
ED
M
O
N
D
S

M
A
R
I
O
N
M
E
T

E
D
I
T
H

C

(
L
T
)
HA
S
A
N
A
J

X
A
J
E

A
ET
U
X

R
I
T
A

M
RO
B
E
R
T

H
E
D
R
I
C
K
FA
M
I
L
Y

T
R
U
S
T
ET
A
L
S
SA
N
S
B
U
R
Y

F
R
E
D

H
ET

D
I
A
N
E

H
OV
E
R
T
O
N

C
O
Y

L
RJ

L
U
T
Z
PR
O
P
E
R
T
I
E
S

L
L
C
7t
h

P
L

W
WEST BEACH DRIVE
WA
L
K
E
R

K
E
N
N
E
T
H
L
E
T
U
X

S
U
Z
A
N
N
E

T
BA
X
L
E
Y

M
I
C
H
A
E
L
O
&

M
B
R

R
E
N
T
A
L
S
LL
C
WI
M
B
I
S
H
RI
C
H
A
R
D

S
10
t
h

P
L

W
AP
P
E
R
S
O
N
DO
U
G
L
A
S

M
JR

E
T

D
A
M
A

D
BI
N
G
A
Y

T
H
O
M
A
S
E
E
T

P
A
T
R
I
C
I
A

M
SA
N
T
A
M
A
R
I
A
LE
O
N
A
R
D

E
T
SU
S
A
N
GU
N
T
H
E
R
GL
O
R
I
A

B
O
N
E
GU
N
T
H
E
R
GL
O
R
I
A

B
O
N
E
BA
N
K
S

J
O
H
N

E
&
T
O
N
Y

R
A
Y
GA
L
L
I
H
E
R
AN
D
E
R
S
O
N
GA
R
Y

W
BR
O
A
C
H
DA
V
I
D
ET
A
L
S
TR
I
P
L
E
T
T
E
KE
I
T
H

E
T
U
X
WA
N
D
A
EB
A
C
H
E
R

D
A
V
I
D
D
E
T

C
L
A
I
R
E

A
BL
U
E
DR
A
G
O
N
F
L
Y
LL
C
LM
F
VE
N
T
U
R
E
S
LL
C
JO
N
A
T
H
A
N

D
ET
U
X

C
H
A
P
P
E
L
L
IL
S
Y

M
A
Y
LA
N
E
AN
N
-
I
V
E
Y
W
JA
E
G
E
R
BE
N
J
A
M
I
N

G
I
N
A
M
M

E
T
U
X
JA
E
G
E
R
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
4:1 SLOPE
4:1 SLOPE
D3
C-303
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
EXISTING MHW
EXISTING MTL
EXISTING MLW
5:1 SLOPE5:1 SLOPE
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-107
SI
T
E

P
L
A
N

7

O
F

1
8
13
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
8
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
1
0
7
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
1
4

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
7
/
2
0
2
0

9
:
5
2

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
5
60'0'60'120'
SCALE: 1''=60'
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLW
MLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLW
-10-10-10
-10
-8
-6-6-6
-4
-2
0
2
4
6
8
8
88
8
8
-10
-10
-8
-6
-4
-2-2
-2
0
2
4
6
88
WEST BEACH DRIVE
17
t
h

P
L

W
13
t
h

P
L

W
HE
N
D
E
R
S
O
N
AL
L
E
N

E
T
U
X
GR
I
G
O
R
I
E
V
A
TA
T
I
A
N
A
CH
I
L
B
E
R
G
GE
O
R
G
E

C

E
T
A
L
S
SL
O
A
N
CO
U
R
T
N
E
Y
HA
T
C
H
RI
C
H
A
R
D

W

I
I
I

&
SU
A
N
N
E

M
BO
Y

J
U
L
I
E
LY
N
N
CA
T
U
C
C
I

M

&

L
RU
Z
Z
I

T
R
U
S
T
E
E
S
ET
A
L
S
BU
T
L
E
R

B
Y
R
O
N
PO
E

E
T
U
X
BU
T
L
E
R

L
E
S
S
I
E

C
RO
B
I
N
S
O
N

I
R FI
N
N
Y

F
I
S
H
LL
C
KA
S
B
E
R
G

K
E
I
T
H

J
ET
U
X

E
L
I
Z
A
B
E
T
H

L
SH
I
P
W
A
S
H

F
R
E
D

L
ET

E
L
I
Z
A
B
E
T
H
ME
N
D
A
L
O
F
F
AL
E
X
A
N
D
E
R

I
I
I
ET
U
X

M
A
R
T
H
A
KA
Z
M
I
E
R
C
Z
A
K
AL
O
Y
S
I
U
S

A
N
D
KA
Z
M
I
E
R
C
Z
A
K
MI
C
H
A
E
L

J
HI
N
S
O
N
MI
C
H
A
E
L

B

J
R
ET
U
X

L
E
I
G
H

A
N
N
KN
I
E
P

D
A
R
Y
L

R
ET
U
X

A
N
G
E
L
A

M
AL
M
O
N
D
JE
R
R
Y

M

E
T
MA
D
E
L
Y
N

W
SC
O
T
T

D
E
N
N
I
S
J
&

P
A
T
R
I
C
I
A
TR
U
S
T
E
E
S
DA
R
R

J
A
C
O
B
LA
W

J
R

A
N
D
CA
R
O
L

L
O
L
F
I
N
MC
C
R
A
Y
LI
N
D
A
TE
I
X
E
I
R
A
ST
E
P
H
E
N

H
WH
I
C
K
E
R
LU
C
I
N
D
A

C
RJ

L
U
T
Z
PR
O
P
E
R
T
I
E
S
LL
C
RJ

L
U
T
Z
PR
O
P
E
R
T
I
E
S
LL
C
RE
Y
N
O
L
D
S
JU
L
I
E

T
R
U
S
T
E
E
CR
I
S
S
M
A
N
CH
A
R
L
E
S

C

E
T
LI
N
D
A
YE
O
W
E
L
L
HE
A
T
H
E
R

N
TR
U
S
T
E
E
20:1 SLOPE 20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
5:1 SLOPE5:1 SLOPE
D3
C-303
EXISTING MHW
EXISTING MTL
EXISTING MLW
4:1 SLOPE
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-108
SI
T
E

P
L
A
N

8

O
F

1
8
14
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
9
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
1
0
8
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
1
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
8
/
2
0
2
0

1
2
:
1
9

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
7
60'0'60'120'
SCALE: 1''=60'
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
-8
-6
-4
-2
0
2
4
6
88
8
8
-8
-6
-4
-2
0
2
4
6
6
6
8
8
WEST BEACH DRIVE
23
r
d

P
L

W
20
t
h

P
L

W
JI
L
L
S
O
N

A
A
R
O
N

D
A
V
I
D
ET
U
X

K
A
T
H
E
R
I
N
E

F
AR
B
U
T
I
N
A
CH
R
I
S

R
LO
W
D
E
R

E
L
I
Z
A
B
E
T
H
BR
A
W
L
E
Y

E
T
A
L
S
GR
O
S
S
I

J
O
H
N

V
ET
U
X

K
A
R
E
N

L
DU
R
E
L
L
BA
R
R
E
T
T

R
A
M
S
A
Y
ET
U
X

D
E
B
R
A
CL
A
R
K
JA
N
E

M
TU
C
H
S
C
H
E
R
E
R
NA
N
C
Y

D
U
C
K
E
R
ST
R
O
B
E
L
PH
I
L
I
P

K

E
T
JO
Y

U
DA
N
B
Y

A
L
E
N
E
M
G
O
D
W
I
N
LE
A
V
E
R

E
R
I
K

D
A
N
I
E
L
ET
U
X

L
E
A
V
E
R
KA
T
H
L
E
E
N

A
N
N
KE
R
C
H
U
S
K
Y
LI
N
D
A

H

E
T
V
I
R
WI
L
L
I
A
M

J
BR
I
G

A
DU
N
E

L
L
C
BA
K
E
R

G
E
O
R
G
E
E
&

H
A
S
T
I
N
G
S
JA
M
E
S

C
MA
N
N

E
L
A
I
N
E
UN
D
E
R
W
O
O
D
BE
S
S
I
E

B
LL
C

T
H
E
PA
U
L

S
H
I
R
L
E
Y
BE
T
H

E
T
V
I
R

P
A
U
L
RI
C
H
A
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20
2
1
PR
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C
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
D3
C-303
EXISTING MHW
EXISTING MTL
EXISTING MLW
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-109
SI
T
E

P
L
A
N

9

O
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1
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15
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H
M
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T
PR
O
J
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C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
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R
'
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N
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A
M

b
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N
M
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G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
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1 2 3 4 5 6
A
B
C
D
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47
0
0

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L
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C-
1
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60'0'60'120'
SCALE: 1''=60'
MHWMHWMHWMHWMHWMHWMHWMHWMHW
MH
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6
8
8
8
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WEST BEACH DRIVE
27
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25
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F
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE5:1 SLOPE
5:1 SLOPE
D3
C-303
EXISTING MHW
EXISTING MTL
EXISTING MLW
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-110
SI
T
E

P
L
A
N

1
0

O
F

1
8
16
11
-
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C-
1
1
1
N 60'0'60'120'
SCALE: 1''=60'
Dw
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b
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F
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w
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c
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S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
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1
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;

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l
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:

1
1
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2
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2
0
2
0

2
:
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M
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A
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N
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;

S
a
v
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d
:

1
1
/
1
7
/
2
0
2
0

1
1
:
3
3

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

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F

T
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N
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E

R
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D
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S
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A
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N
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9
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1
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1
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MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
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MLW
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0
2
4
66
6
6
6
8
8
10
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2
4
6
888
10
10
12
12
1414
WEST BEACH DRIVE
33
r
d

P
L

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30
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BI
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H
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE5:1 SLOPE
5:1 SLOPE
D3
C-303
EXISTING MHW
2016 VEG LINE
SURVEY B.L.
EXISTING MLW
EXISTING MTL
INDEX:OF
C-111
SI
T
E

P
L
A
N

1
1

O
F

1
8
17
11
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8
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29
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C-
1
1
2
N 60'0'60'120'
SCALE: 1''=60'
Dw
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b
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S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
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1
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A
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Q
:
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l
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2
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P
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b
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S
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1
1
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1
8
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2
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1
:
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5

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
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H
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N
C

2
7
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0
9
91
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8
1
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T
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E
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S
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C-
1
1
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MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLW MLW MLWMLWMLWMLW
-10-10
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4
6
8
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12
14
14
14
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0
2
4
6
8
10
12
14
141414
14
WEST BEACH DRIVE
39
t
h

P
L

W
36
t
h

P
L

W
TU
C
K
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R

C
L
A
Y
T
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C
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L
L
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R
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A
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M
ET
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C
A
T
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I
N
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R
BE
N
N
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T
T
JO
N
A
T
H
A
N
PE
T
E
R
MA
R
K
U
S
S
O
N
DE
N
N
I
S

H
MC
A

L
I
V
I
N
G
LL
C
OA
K
R
I
D
G
E
AS
S
O
C
I
A
T
E
S

L
L
C
BI
L
L
M
A
N
EL
A
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A
SM
I
T
H

B
R
E
N
T

J
ET
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S
M
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T
H
MI
C
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L
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I
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J
A
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M
ET
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A
T
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N
S
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A
N
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SM
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BO
N
N
I
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J
WH
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L
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Y
TH
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H

J
R
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L
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A
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D
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T
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A
N
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LE
E

A
N
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P
I
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K
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R
I
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PA
C
U
L
A

L
O
U

A
N
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W
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R

P
A
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L
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L
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R
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P
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE5:1 SLOPE
5:1 SLOPE
D3
C-303
EXISTING MHW
EXISTING MTL
EXISTING MLW
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-112
SI
T
E

P
L
A
N

1
2

O
F

1
8
18
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
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P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
3
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
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g
n
e
d

b
y
:
Re
v
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w
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d

b
y
:
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:
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b
y
:
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b
m
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b
y
:
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S
c
a
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e
:
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t

s
c
a
l
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:

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F
F
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&

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H
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M&
N

P
r
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j
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c
t

N
o
.

Dr
a
w
i
n
g

c
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d
e
:

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c
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S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
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1
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A
1
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l
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2
:
1
9

P
M

b
y

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O
R
G
A
N
,

N
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S
a
v
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d
:

1
1
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1
8
/
2
0
2
0

1
:
5
6

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
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30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

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E
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S
H
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C-
1
1
1
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
-10
-8-8-8
-6
-4
-2
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-2
0
2
4
6
8
10
10
10
12
12
121212
14
16
-10
-10-10-10
-8
-6
-4
-2
0
2
4
6
8
10
12
14
WEST BEACH DRIVE
42
n
d

P
L

W
NA
T
H
A
N

H
E
N
R
Y

P
A
U
L
ET
U
X

J
U
L
I
E

H
O
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N
E
R
GU
T
I
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R
R
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F
R
A
N
C
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J
R

E
T
U
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G
U
T
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R
R
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A

L
CAPEL JESSE
ETALS
CH
A
U
D
H
U
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I

D
E
B
I
PR
A
S
A
D

&

M
I
T
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J
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P
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J
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L
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M
A
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F
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A
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A
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N
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W
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H
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A
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A

E
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTHB.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
D3
C-303
EXISTING MHW
EXISTING MTL
EXISTING MLW
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-113
SI
T
E

P
L
A
N

1
3

O
F

1
8
19
09
-
2
5
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
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P
E
R
M
I
T
09
-
2
5
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
4
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
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g
n
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b
y
:
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b
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c
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H
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P
r
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N
o
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a
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S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
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1
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8
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1
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;

P
l
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2
:
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:

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1
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8
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2
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1
1
:
5
9

A
M

b
y

N
M
O
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G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

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F

T
H
E

N
E
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R
O
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D
,

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30
0

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A
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E
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H
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C

2
7
6
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9
91
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7
8
1
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6
2
6
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C-
1
1
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MHWMHWMHWMHWMHWMHW
MHWMHW
MHW
MHWMHWMHWMHWMHWMHWMHWMHWMHW
MHW
MHW
MLWMLWMLWMLWMLWMLWMLW
MLW MLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLWMLW
MLWMLW
MLWMLWMLW
-10-10
-10
-10
-8
-6
-4
-2
0
2
4
6
8
10
10
10
10
10
101212
-10
-10
-8
-6
-4
-2
0
00
2
4
6
8
10
12
12
12
1212
12121
212
14
14
14
WEST BEACH DRIVE
51
s
t

P
L

W
48
t
h

P
L

W
H
O
B
B
Y

A
N
D
HO
B
B
Y

L
L
C
OD
E
L
L

W

H
CR
I
S
S
M
A
N

B
R
O
T
H
E
R
S
LL
C

&

B
R
U
S
H
Y

M
O
U
N
T
A
I
N
RD

L
L
C
MO
N
T
G
O
M
E
R
Y
RO
S
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I
B
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T
I
BA
R
R
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S
SH
E
L
L
E
Y

W
I
L
L
I
A
M

J
SR

&

S
E
A
T
T
E
R

B

J
ST
E
R
S
U
K
E

L
L
C
ED
S
O
N
SU
Z
A
N
E
DOZIER VIRGINIA
S TRUSTEE
DA
R
R
I
G
R
A
N
D
EL
L
E
N
GA
L
I
C
K

A
L
I
C
E
NI
C
H
O
L
S
O
N
CO
N
N
E
L
L
Y
JE
A
N

B
JO
N
E
S

A
R
T
H
U
R

W
ET

E
L
L
E
N

S
VO
I
E
R
S

E
L
I
Z
A
B
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T
H
FR
E
E
Z
E

E
T
V
I
R
VO
I
E
R
S

A
N
T
H
O
N
Y

S
FR
E
E
Z
E

F
A
M
I
L
Y
LI
M
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D
PA
R
T
N
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S
H
I
P
#
1
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N
D
W
A
R
D

M
A
R
K
OA
K

I
S
L
A
N
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L
L
C
KI
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S
L
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PA
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L
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N
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C
MC
L
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J
A
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W
ET
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X

K
A
R
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N

L
DE
R
U
E

J
A
M
E
S
W
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R

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T
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L
S
PR
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M
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T
I
M
E

O
F
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K

I
S
L
A
N
D

L
L
C
BA
N
K
S
CH
R
I
S
T
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P
H
E
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A
KN
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F
L
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T
C
H
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R
ET
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J
U
D
Y
HO
R
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W
I
T
Z

J
O
E
L

E
T
KA
R
E
N

J
O
N
E
S
HA
R
T
S
E
L
L
LO
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R

E
T
U
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S

V
I
C
T
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R
I
A
S
&

A

M

L
A
N
Z
A
R
A
EL
L
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N
G
T
O
N

B
Y
R
O
N

W
ET
U
X

S
T
E
P
H
A
N
I
E

F
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
D3
C-303
EXISTING MHW
EXISTING MTL
EXISTING MLW
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-114
SI
T
E

P
L
A
N

1
4

O
F

1
8
20
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
5
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
1
1
4
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
1

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
7
/
2
0
2
0

1
2
:
0
4

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
3
MHWMHWMHW
MHWMHW
MHWMHWMHWMHWMHWMHW
MHW
MHWMHW
MHW
MHWMHW
MHW
MHWMHW
MHWMHW
MLWMLWMLWMLWMLWMLWMLWMLW
MLWMLWMLW
MLW
MLWMLWMLWMLWMLWMLW
MLWMLWMLWMLWMLWMLW
-10
-8
-6
-4
-2
0
2
4
66
6
8
10
10
1010
1010
10
-10-10-10
-8
-6-6-6-6-6
-4
-2
0
2
4
6
66
66
8
1010
10
10
WEST BEACH DRIVE
57
t
h

P
L

W
54
t
h

P
L

W
LE
M
O
N

L

G
E
N
E
TR
U
S
T
HA
M
I
L
T
O
N
JO
H
N

G
NE
W
M
A
N

W
I
L
L
I
A
M
R
E
T

M
A
R
L
E
E
N
LI
P
S
I
C
K
RU
P
P
E

A
MA
X
W
E
L
L

E
T
RU
T
H

L
BA
S
H
A

D
A
V
I
D

P
ET

A
L
I
N
A

L
BU
Y
S
S
E
RO
B
E
R
T

D

E
T
VI
R
G
I
N
I
A

M
TREXLER
LAURIE G
ETVIR ETALS
MC
L
E
A
N
FR
A
N
C
E
S

H
TI
M
P
E
R
I
O

A
L
L
I
S
O
N
HA
T
H
A
W
A
Y
TH
E

N
E
W
H
A
L
L
CO
M
P
A
N
Y

L
L
C
WI
L
S
O
N
ED
W
A
R
D

W
TU
R
N
E
R

J
O
H
N

M
II
I

&

E
T
A
L
S
YO
U
N
T
Z

H
O
W
A
R
D
ED
D
I
E

J
R

&

E
L
I
Z
A
B
E
T
H
VA
N

H
O
R
N
WI
L
L
I
A
M

E
T
U
X
PA
M
E
L
A

I
GR
A
Y

W
I
L
L
I
A
M

M
ET
A
L
S
JA
C
O
B
S
O
N

L
E
S
L
I
E

R
TR
U
S
T
E
E
PO
O
L
E

J
U
L
I
E

S
&
D
A
V
I
D

I
SO
L
O
W
A
Y
SI
E
M
S

J
E
F
F
R
E
Y
LE
E

E
T

M
A
R
Y
EL
I
Z
A
B
E
T
H
HA
Y
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S

T

P
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T
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R

&
CH
R
I
S
T
I
A
N

H
SM
I
T
H
SM
I
T
H

M
I
C
H
A
E
L
C
E
T
U
X
BA
R
B
A
R
A

B
BE
A
R
D
DA
R
L
E
N
E

T
BE
A
S
L
E
Y

L
O
T
T
I
E

E
ET
A
L
S
KA
P
O
O
R

V
I
N
O
D
ET
U
X
BR
U
N
I
N
G

C
H
R
I
S

&
PA
T
R
I
C
I
A

B
TR
U
S
T
O
R
S
FO
R
S
T
N
E
R
JA
M
E
S

M
D
SA
I
D

A
H
M
E
D

H
&
O
S
A
M
A

S
A
I
D
PO
W
E
R
S

M
A
R
Y
FR
A
N
C
E
S

M
C
L
E
A
N
ET
A
L
JO
L
L
Y

R
O
G
E
R

O
F
OA
K

I
S
L
A
N
D

L
L
C
20:1 SLOPE
20:1 SLO
P
E
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
PROPOSED TOP
OF BERM (EL 7.0)
C3
C-303
EXISTING MHW
EXISTING MLW
EXISTING MTL
5:1 SLOPE
2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-115
SI
T
E

P
L
A
N

1
5

O
F

1
8
21
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
6
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
1
1
5
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
2

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
7
/
2
0
2
0

2
:
2
1

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
4
MHWMHWMHWMHWMHW
MHW
MHW
M
H
W
MHW
MHWMHWMHWMHWMHWMHW
MHWMHWMHWMHWMHW
MLWMLWMLW
MLWMLW
MLWMLW
MLWMLWMLW
MLWMLWMLWMLWMLW
MLW
MLW
MLWMLWMLW
MLW
MLWMLWMLW
-8
-8
-8
-6
-4
-2
0
2
4
6
8
10
10
12
12
12
12
-10
-8
-6
-4
-2
0
2
4
6
8
88
10
10
10
12
12
WEST BEACH DRIVE
60
t
h

P
L

W
Q
U
I
G
G

J
O
S
E
P
H
F

E
T

C
A
R
O
L

M
M
C
C
R
A
R
Y

I
N
G
R
I
D
J
O
H
N
S
O
N
T
R
U
S
T
E
E
G
O
O
D
W
I
N

A
N
N
E
S
P
A
R
G
E
R
BLAKE CARL T ET
LOUISE
HE
A
L
Y

W
H
O
L
E
S
A
L
E
C
O
M
P
A
N
Y

I
N
C
PR
I
C
E

L
A
R
R
Y

E
ET

L
Y
N
D
A

A
DAVENPORT
DOROTHY JEAN
TRUSTEE
FITTS DR W H
JR
DE
C
K
E
R

R
O
B
E
R
T
A
E
T

S
A
N
D
R
A

W
CO
O
L
E
Y

F
A
M
I
L
Y
T
R
U
S
T

(
T
H
O
M
A
S

M
)
ST
I
L
L
E
R
RO
B
E
R
T

S
R
SA
N
D
A
G
E
CH
A
R
L
E
S

O
MC
C
A
N
N
SA
N
D
R
A

&

J
O
H
N
PO
I
N
D
E
X
T
E
R
CL
A
I
B
O
U
R
N
E

W
ET
A
L
S
TH
E

L

B
PA
R
T
N
E
R
S
H
I
P
SU
R
F
S
I
D
E
PA
R
T
N
E
R
S
H
I
P
OA
B
H

L
L
C
HO
L
L
E
N
B
E
C
K
JO
H
N

I
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PROPOSED TOE
OF DUNE (EL 7.0)PROPOSED TOP OF DUNE
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SURVEY B.L.
INDEX:OF
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2
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2
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/
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2
Sheet
Reference No.
1:
1

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PROPOSED SEAWARD
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OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
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PROPOSED LANDWARD
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INDEX:OF
C-117
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0
2
1
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2
0
2
2
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Reference No.
1:
1

(
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PROPOSED SEAWARD
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PROPOSED MHW
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A3
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PROPOSED LANDWARD
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2016 VEG LINE
SURVEY B.L.
INDEX:OF
C-118
SI
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1
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2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
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T
)
SU
B
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SEAL
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1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
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m
i
t

A
m
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d
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t
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2
8
0
1
-
C
-
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1
8
;

P
l
o
t
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d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
5

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
8
/
2
0
2
0

1
:
0
5

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
7
-2
9
-
2
8
-2
7
-2
6
-2
5
-
2
4
-
1
8
-
1
7
-1
6
-15-23-
2
2
-
1
8
-
1
9
-
2
0
-2
1
-
2
2
-
2
3
-
2
1
-2
0
-
1
9
-1
8
-1
9
-2
0
-
2
1
-
2
2
-
2
2
-
2
2
-
2
3-24B
C
V
A
QR
ST
U
D
E
F J
K
N
G
L
M
ZONE 1 EL -26.0
(+2FT OVERDREDGE)
ZONE 2 EL -35.0
(+2FT OVERDREDGE)
ZONE 3 EL -27.0
(+2FT OVERDREDGE)
MAG ANOMALY
(MARINE DEBRIS)
JB-01 JB-02 JB-03A JB-04A
JB-05 JB-06
JB-07
JB-08
JB-09A JB-10 JB-11A JB-12
JB-13
JB-14A
JB-15JB-16A
JB-17
JB-18
JB-19 JB-20 JB-21 JB-22 JB-23 D2
C-301
B1
C-301
JAY BIRD SHOALS
VIBRACORE POINT TABLE
POINT
JB-01
JB-02
JB-03A
JB-04A
JB-05
JB-06
JB-07
JB-08
JB-09A
JB-10
JB-11A
JB-12
JB-13
JB-14A
JB-15
JB-16A
JB-17
JB-18
JB-19
JB-20
JB-21
JB-22
JB-23
NORTHING
47360.59
47353.14
47352.99
47353.46
46359.73
46354.62
46351.51
46352.65
45360.59
45354.27
45357.10
45348.52
44354.30
44365.30
44361.78
44355.91
46356.27
47361.47
48358.73
48360.94
48360.80
48363.69
48362.99
EASTING
2286596.46
2287596.89
2288596.24
2289594.06
2286605.98
2287598.32
2288605.83
2289609.75
2286606.37
2287598.25
2288592.58
2289595.11
2289602.14
2288598.53
2287596.08
2286597.20
2285603.09
2285602.67
2285596.76
2286596.56
2287600.43
2288600.72
2289602.58
JAY BIRD SHOALS
CONTROL POINT TABLE
POINT
A
B
C
D
E
F
G
J
K
L
M
N
Q
R
S
T
U
V
NORTHING
48860.91
48860.91
47860.91
47857.74
47360.91
46854.57
46854.89
46856.16
43856.16
43856.16
44354.57
45356.15
46860.91
46860.91
45860.91
45860.91
47860.91
47860.91
EASTING
2286099.73
2290099.73
2290099.73
2287099.73
2287099.73
2287604.15
2288099.73
2290099.73
2290099.73
2289099.73
2289099.73
2288101.32
2286599.73
2286099.73
2286099.73
2285099.73
2285099.73
2286099.73
JAY BIRD SHOALS
BORROW AREA
ZONE ACRES
ZONE 1 91.8
ZONE 2 97.5
ZONE 3 114.7
TOTAL 304.0
INDEX:OF
C-119
JA
Y

B
I
R
D

S
H
O
A
L
S
BO
R
R
O
W

A
R
E
A
25
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
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Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

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0
2
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2
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Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
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\
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P
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i
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A
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n
d
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1
0
1
2
8
0
1
-
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-
1
1
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;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
2
/
2
0
2
0

2
:
4
4

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
LEGEND
PROPOSED BORROW AREA CONTROL POINTA
N
JAY BIRD SHOALS BORROW AREA
500'0'500'1000'
SCALE: 1''=1000'
MAG ANOMALY (MARINE DEBRIS)
JAY BIRD SHOALS VIBRACORESJB-#
-3
6
-3
8
-3
8
-36
-37
-3
8
-
3
9
-38
ZONE 1 EL -38.0
(+2FT OVERDREDGE)
ZONE 3 EL -37.3
(+2FT OVERDREDGE)
ZONE 4 EL -40.0
(+2FT OVERDREDGE)
W X
Y
Z
AA
BB
CC
DD EE
FF
GGHHJJ
KK
LL
MM
CR-07CR-08
CR-09 CR-10
CR-18 CR-19 CR-20
CR-16
CR-01 CR-02 CR-03
CR-101
CR-102
CR-103
CR-11
CR-13CR-14CR-15
CR-17 CR-21
CR-22CR-23
CR-40
CR-04
CR-05
CR-12
ZONE 2 EL -39.7
(+2FT OVERDREDGE)
NN
D2
C-302
C1
C-302
C3
C-302
A2
C-302
D4
C-302
CENTRAL REACH
CONTROL POINTS TABLE
POINT
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
LL
MM
NN
W
X
Y
Z
NORTHING
49222.42
48721.61
48721.89
47721.89
47719.74
46744.47
46769.74
46720.27
46723.64
47222.96
47722.69
48722.42
49722.42
50722.96
50721.05
50221.30
49721.06
EASTING
2252645.68
2252654.13
2251663.11
2251662.04
2253662.04
2253661.50
2253161.50
2252161.50
2250711.01
2250661.50
2250662.04
2250664.73
2250664.73
2250665.26
2252615.40
2252565.01
2252614.33
CENTRAL REACH
VIBRACORE CONTROL TABLE
POINT
CR-01
CR-02
CR-03
CR-04
CR-05
CR-07
CR-08
CR-09
CR-10
CR-11
CR-12
CR-13
CR-14
CR-15
CR-16
CR-17
CR-18
CR-19
CR-20
CR-21
CR-22
CR-23
CR-40
CR-101
CR-102
CR-103
NORTHING
51229.06
51179.73
51220.27
51215.33
50224.73
50219.36
50228.70
49234.44
49224.62
49225.69
49220.35
48225.79
48227.10
48225.39
48222.52
47196.78
47234.38
47226.26
47224.75
47224.88
46235.02
46217.04
49284.32
46218.09
46319.29
46219.72
EASTING
2251170.00
2252163.03
2253091.56
2254162.65
2254166.45
2252009.67
2251166.70
2251168.41
2252171.30
2253167.01
2254405.64
2254157.00
2253158.70
2252158.91
2251162.17
2250150.64
2251315.62
2252158.67
2253136.76
2254160.38
2251142.30
2250365.73
2250310.40
2252165.59
2253165.62
2254164.81
CENTRAL REACH
BORROW AREA
ZONE ACRES
ZONE 1 44.2
ZONE 2 45.3
ZONE 3 22.9
ZONE 4 67.6
TOTAL 180.0
INDEX:OF
C-120
CE
N
T
R
A
L

R
E
A
C
H
BO
R
R
O
W

A
R
E
A
26
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

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Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
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0
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0
0
_
C
A
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A
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1
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1
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0
1
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-
1
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;

P
l
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d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
2
/
2
0
2
0

2
:
4
4

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
LEGEND
PROPOSED BORROW AREA CONTROL POINTA
N
CENTRAL REACH BORROW AREA
500'0'500'1000'
SCALE: 1''=1000'
CENTRAL REACH VIBRACORESCR-#
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-35
-30
-25
-20
-15
-35
-30
-25
-20
-15
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00
EXISTING
GROUND
OVERDREDGE (EL -28.0)
5:1
5:1ZONE 1 TARGET EL -26.0
(+2 FT OVERDREDGE)
D2
C-119
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-40
-35
-30
-25
-20
-15
-40
-35
-30
-25
-20
-15
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00
EXISTING
GROUND
OVERDREDGE (EL -37.0)
OVERDREDGE (EL -29.0)
SLOPE TRANSITION
BETWEEN ZONE 2
AND ZONE 3
5:1
5:1
5:1ZONE 2 TARGET EL -35.0
(+2 FT OVERDREDGE)
ZONE 3 TARGET EL -27.0
(+2 FT OVERDREDGE)
B1
C-119
SECTION
SCALE: AS NOTED
INDEX:OF
C-301
BO
R
R
O
W

A
R
E
A

C
R
O
S
S
SE
C
T
I
O
N
S
27
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

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0
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Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
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\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
3
0
1
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
8
/
2
0
2
0

1
0
:
3
9

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
150'0'150'300'
HORIZONTAL SCALE: 1''=300'
5'0'5'10'
VERTICAL SCALE: 1''=5'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
0+00 5+00 10+00 15+00 20+00 25+00
EXISTING
GROUND
5:1
ZONE 1 TARGET EL -38.0
(+2 FT OVERDREDGE)
OVERDREDGE (EL -40.0)
D2
C-120
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00
EXISTING
GROUND
5:1
ZONE 3 TARGET EL -37.3
(+2 FT OVERDREDGE)
OVERDREDGE (EL -39.3)
C1
C-120
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45-45
-40
-35
-30
-45-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+0045+00
EXISTING
GROUND
5:1
5:1
ZONE 4 TARGET EL -40.0
(+2 FT OVERDREDGE)
OVERDREDGE (EL-42.0)
C3
C-120
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00
EXISTING
GROUND
5:1 5:1 5:1
5:1
ZONE 4 TARGET EL -40.0
(+2 FT OVERDREDGE)
ZONE 3 TARGET EL -37.3
(+2 FT OVERDREDGE)
ZONE 2 TARGET EL -39.7
(+2 FT OVERDREDGE)
OVERDREDGE
(EL -41.7)
A2
C-120
SECTION
SCALE: AS NOTED
ZONE 1 TARGET EL -38.0
(+2 FT OVERDREDGE)
5:1
OVERDREDGE
(EL -42.0)
OVERDREDGE
(EL -39.3)OVERDREDGE
(EL -40.0)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00
ZONE 2 TARGET EL -39.7
(+2 FT OVERDREDGE)EXISTING
GROUND
OVERDREDGE (EL -41.7)
D4
C-120
SECTION
SCALE: AS NOTED
INDEX:OF
C-302
BO
R
R
O
W

A
R
E
A

C
R
O
S
S
SE
C
T
I
O
N
S
28
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
3
0
2
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
1
2
/
2
0
2
0

2
:
4
4

P
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
150'0'150'300'
HORIZONTAL SCALE: 1''=300'
5'0'5'10'
VERTICAL SCALE: 1''=5'
-10
0
10
20
30
-10
0
10
20
30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
4:15:1
BERM SLOPE BREAK EL 7.0
EXISTING
GROUND
DUNE TOP EL 13.0 TO 15.5
DUNE WIDTH 10.0'
BERM SLOPE BREAK EL 7.0
STA 620+00 TO STA 647+00 & STA 659+50 TO STA 665+50
C3
C-303
SECTION
SCALE: AS NOTED
120'-0"
PLANTING OCCURS ON CREST
& BACK SLOPE OF DUNE
-20-20
-10
0
10
20
30
-10
0
10
20
30
0+00 1+00 2+00 3+00 3+49
MHW 1.8'
MTL -0.6'
MLW -2.9'
DUNE TOP EL 15.0
DUNE WIDTH 10.0'
20:1
EXISTING
GROUND
4:1
5:
1
BERM SLOPE BREAK EL 7.0
BERM SLOPE BREAK EL 7.0
D1
C-303
SECTION
SCALE: AS NOTED
STA 210+00 TO STA 235+00
15'-0"
PLANTING OCCURS ON CREST
& BACK SLOPE OF DUNE
-10
0
10
20
30
-10
0
10
20
30
0+00 1+00 2+00 3+00 4+00 5+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
BERM SLOPE BREAK EL 7.0
EXISTING
GROUND
70'-0"
C1
C-303
SECTION
SCALE: AS NOTED
STA 235+00 TO STA 275+00
-20-20
-10
0
10
20
30
-10
0
10
20
30
0+00 1+00 2+00 3+00 4+00 5+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
4:1
5:1
BERM SLOPE BREAK EL 7.0
EXISTING
GROUND
DUNE TOP EL 14.5
DUNE WIDTH 10.0'
BERM SLOPE BREAK EL 7.0
STA 275+00 TO STA 295+71
A1
C-303
SECTION
SCALE: AS NOTED
55'-0"
PLANTING OCCURS ON CREST
& BACK SLOPE OF DUNE
-20-20
-10
0
10
20
30
-10
0
10
20
30
0+00 1+00 2+00 3+00 4+00 5+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
4:15:1
DUNE SLOPE BREAK EL 7.0
EXISTING
GROUND
DUNE TOP EL 13.0 TO 14.0
DUNE WIDTH 10.0'
STA 501+00 TO STA 620+00
D3
C-303
SECTION
SCALE: AS NOTED
PLANTING OCCURS ON CREST
& BACK SLOPE OF DUNE
-10
0
10
20
30
-10
0
10
20
30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
MHW 1.8'
MTL -0.6'
MLW -2.9'20:1
4:15:1
BERM SLOPE BREAK EL 7.0
EXISTING
GROUND
DUNE TOP EL 15.5
DUNE WIDTH 10.0'
BERM SLOPE BREAK EL 7.0
STA 647+00 TO STA 659+50 & STA 665+50 TO STA 676+34
120'-0"
PLANTING OCCURS ON CREST
& BACK SLOPE OF DUNE
-20-20
A3
C-303
SECTION
SCALE: AS NOTED
LANDWARD
TIE-IN EL 7.0
INDEX:OF
C-303
TY
P
I
C
A
L

C
R
O
S
S
SE
C
T
I
O
N
S
29
11
-
1
8
-
2
0
BP
G
BD
F
KE
F
SR
M
0
0
IS
S
U
E
D

F
O
R

P
E
R
M
I
T
11
-
1
8
-
2
0
JD
M
29
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
SU
B
M
I
T
T
E
R
'
S

N
A
M
E
10
1
2
8
-
0
1
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
1
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
P
e
r
m
i
t

A
m
e
n
d
m
e
n
t
\
1
0
1
2
8
0
1
-
C
-
3
0
3
;

P
l
o
t
t
e
d
:

1
1
/
2
3
/
2
0
2
0

2
:
2
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
1
/
2
3
/
2
0
2
0

9
:
3
7

A
M

b
y

N
M
O
R
G
A
N
NOT TO BE USED FOR CONSTRUCTION
FOR PERMITTING
ISSUED: 2020-11-18
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E

N
E
U
S
E

R
O
A
D
,

S
T
E
30
0

R
A
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
50'0'50'100'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=20'