SS-Pre-Con Update_09-15-2022

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CS
1
NORTH DARE COUNTY BEACHES
TOWN OF SOUTHERN SHORES
BEACH NOURISHMENT PROJECT
DARE COUNTY, NORTH CAROLINA
INDEX TO SHEETS
1
2-3
4-5
6-13
14-18
19
20
COVER SHEET
CONTROL DATA
OVERALL PLAN VIEW
BEACH FILL PLAN VIEWS
BEACH FILL PROFILES
BORROW AREA A PLAN VIEW
BORROW AREA A CROSS-SECTIONS
LOCATION MAP
N
ATLANTIC
OCEAN
BORROW
AREA A
CURRITUCK
SOUND
KITTY
HAWK
BAY
TOWN OF
SOUTHERN
SHORES
TOWN OF
KITTY
HAWK
TOWN OF
KILL DEVIL
HILLS
CHARLOTTE
GREENSBORO
RALEIGH
JACKSONVILLE OUTER
PAMIL
I
C
O
SOUN
D
SOUTH CAROLINA
VIRGINIA
CAPE HATTERAS
CAPE
LOOKOUT
NORT
H

C
A
R
O
L
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N
A
ATLANTIC
OCEAN
CURRITUCK
SOUND
DARE
COUNTY
PROJECT
LOCATION
CURRITUCK
COUNTY
PAMILICO
SOUND
CAPE
FEAR
ATLANTIC
OCEAN
BANK
S
TALLAHASSEE
GRAPHIC SCALE IN FT
1600080000
8
.
3
'

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APKW
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FD AS

N
O
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D
CD-1
2
VERTICAL CONTROL DATA
BENCHMARK CONTROL POINTS
1.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983
(NAD83).
2.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
3.SURVEYS FOR PAYMENT (BEFORE AND AFTER DREDGE) SHALL COMMENCE AT
THE COORDINATES SHOWN AND CONTINUE A MINIMUM DISTANCE OF 250 FT.
SEAWARD OF THE CONSTRUCTION TOE OF FILL ALONG THE AZIMUTH
PROVIDED.
4.EACH STATION DESIGNATED AS A PAYMENT PROFILE SHALL BE SURVEYED BY
THE CONTRACTOR BEFORE AND AFTER BEACH PLACEMENT FOR THE PURPOSE
OF CALCULATING PAYMENT QUANTITIES. NO SUBSTITUTES IN PAY PROFILE
STATIONS OR AZIMUTHS SHALL BE CONSIDERED.
NOTES:
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88). THE APPROXIMATE RELATION BETWEEN NAVD88 AND OTHER
DATUMS AT NOAA TIDAL BENCHMARK 8651370 (DUCK, FRF PIER) FOR
THE PROJECT ARE AS FOLLOWS:
MEAN HIGHER HIGH WATER 1.50 FEET
MEAN HIGH WATER 1.18 FEET
NAVD88 0.00 FEET
MEAN SEA LEVEL -0.42 FEET
NGVD29 -0.96 FEET
MEAN LOW WATER -2.05 FEET
MEAN LOWER LOW WATER -2.19 FEET
FW0050 2,970,021.75 871,368.17 30.85 DISK
FW0061 2,977,204.86 859,358.84 9.17 DISK
DK3521 2,979,783.79 854,412.25 11.64 DISK
ID EASTING NORTHING ELEV. DESC.
TOWN OF SOUTHERN SHORES BEACH
NOURISHMENT PAY PROFILES
APKW
KW
AP 9/
1
3
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N
O
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E
D
CD-2
3
VERTICAL CONTROL DATA
BENCHMARK CONTROL POINTS
1.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983
(NAD83).
2.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
3.SURVEYS FOR PAYMENT (BEFORE AND AFTER DREDGE) SHALL COMMENCE AT
THE COORDINATES SHOWN AND CONTINUE A MINIMUM DISTANCE OF 250 FT.
SEAWARD OF THE CONSTRUCTION TOE OF FILL ALONG THE AZIMUTH
PROVIDED.
4.EACH STATION DESIGNATED AS A PAYMENT PROFILE SHALL BE SURVEYED BY
THE CONTRACTOR BEFORE AND AFTER BEACH PLACEMENT FOR THE PURPOSE
OF CALCULATING PAYMENT QUANTITIES. NO SUBSTITUTES IN PAY PROFILE
STATIONS OR AZIMUTHS SHALL BE CONSIDERED.
NOTES:
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88). THE APPROXIMATE RELATION BETWEEN NAVD88 AND OTHER
DATUMS AT NOAA TIDAL BENCHMARK 8651370 (DUCK, FRF PIER) FOR
THE PROJECT ARE AS FOLLOWS:
MEAN HIGHER HIGH WATER 1.50 FEET
MEAN HIGH WATER 1.18 FEET
NAVD88 0.00 FEET
MEAN SEA LEVEL -0.42 FEET
NGVD29 -0.96 FEET
MEAN LOW WATER -2.05 FEET
MEAN LOWER LOW WATER -2.19 FEET
FW0050 2,970,021.75 871,368.17 30.85 DISK
FW0061 2,977,204.86 859,358.84 9.17 DISK
DK3521 2,979,783.79 854,412.25 11.64 DISK
ID EASTING NORTHING ELEV. DESC.
TOWN OF SOUTHERN SHORES BEACH
NOURISHMENT PAY PROFILES
E
29
7
4
0
0
0
TOWN OF
SOUTHERN SHORES
20
+
0
3
10
+
0
0
0+
0
0
SS
-
0
1
SS
-
0
2
E
29
7
0
0
0
0
SS
-
0
3
SS
-
0
4
SS
-
0
5
SS
-
0
6
SS
-
0
7
SS
-
0
8
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-
0
9
SS
-
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0
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1
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-
1
2
N 87
5
0
0
0
N 88
0
0
0
0
N 88
0
0
0
0
N 87
5
0
0
0
N 87
0
0
0
0
N 87
0
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N 88
5
0
0
0
E
29
7
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29
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29
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N
87
0
0
0
0
OCEAN BOULEVARD
BY
R
D

S
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N

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F

K
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Y

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A
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N

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H
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E
S
STAGING
AREA
2022 MHW (1.18')
SEAWARD BERM CREST
2022 MLW (-2.05')
LANDWARD
LIMIT OF FILL
SEAWARD TOE OF FILL
CONSTRUCTION
ACCESS
KITTY HAWK PIER
STAGING
AREA
CONSTRUCTION
ACCESS
P:
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\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
C
S
_
P
V
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

1
:
3
3
p
m

-

f
d
e
l
o
r
r
i
o

OV
E
R
A
L
L

P
L
A
N

V
I
E
W
FD AS

N
O
T
E
D
OV-1
4
0 800 1600
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
SUBLINE NO. 6
(STATION -33+50)
SUBLINE NO. 7
(STATION -102+50)
STATIC VEGETATION
LINESEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
ST
A
T
I
O
N

D
-
3
3
NO
R
T
H
E
R
N

P
R
O
J
E
C
T

L
I
M
I
T
SS
-
1
3
SS
-
1
4
SS
-
1
5
SS
-
1
6
SS
-
1
7
SS
-
1
8
SS
-
1
9
SS
-
2
0
SS
-
2
1
D-
3
3
29
6
5
0
0
0
E
29
6
5
0
0
0
E
29
6
5
0
0
0
E 29
6
0
0
0
0
E
29
6
0
0
0
0
N 88
5
0
0
0
N 88
5
0
0
0
N 89
0
0
0
0
N 89
0
0
0
0
N 89
5
0
0
0
N 89
5
0
0
0
N 89
0
0
0
0
CONSTRUCTION
ACCESS
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S
TO
W
N

O
F

D
U
C
K
STAGING AREA
SEAWARD TOE OF FILL
2022 MHW (1.18')
SEAWARD BERM CREST
LANDWARD
LIMIT OF FILL
2022 MLW (-2.05')
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
C
S
_
P
V
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

1
:
3
4
p
m

-

f
d
e
l
o
r
r
i
o

OV
E
R
A
L
L

P
L
A
N

V
I
E
W
FD AS

N
O
T
E
D
OV-2
5
0 800 1600
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
SUBLINE NO. 8
(STATION -173+50)
STATIC VEGETATION
LINE
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST , 2021 PLANS
ATLANTIC
OCEAN
TOWN OF KITTY HAWK
-3
+
0
0
-2
+
0
0
-1
+
0
0
0+00
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
9+9911
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20+0321
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
VIRGINIA DARE TRAIL NORTH - N.C. 12
PELICAN WATCH WAY
FO
N
C
K

S
T
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S
VIR
G
I
N
I
A

D
A
R
E

T
R
A
I
L
NOR
T
H

-

N
.
C
.

1
2
LINDBERGH AVE
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
VIRGINIA DARE TRAIL NORTH - N.C. 12
BY
R
D

S
T
FO
N
C
K

S
T
LINDBERGH AVE
PROJECT
BASELINE
STAGING
AREA
CONSTRUCTION
ACCESS CONSTRUCTION
ACCESS
KITTY HAWK PIER
2022 MHW (1.18')
SEAWARD BERM CREST
2022 MLW (-2.05')
LANDWARD
LIMIT OF FILL
SEAWARD TOE OF FILL
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
C
S
_
P
V
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

1
:
3
4
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD

AS

N
O
T
E
D
PV-1
6
MA
T
C
H

L
I
N
E

P
V
-
2
0 100 200
GRAPHIC SCALE IN FT
N
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE "TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
NOTES:
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
ATLANTIC
OCEAN
TOWN OF SOUTHERN SHORES
-2
4
+
0
0
-2
3
+
0
0
-2
2
+
0
0
-2
1
+
0
0
SS-02-1
9
+
0
0
-1
8
+
0
0
-1
7
+
0
0
-1
6
+
0
0
-1
5
+
0
0
-1
4
+
0
0
-1
3
+
0
0
-1
2
+
0
0
-1
1
+
0
0
SS-01-9
+
0
0
-8
+
0
0
-7
+
0
0
-6
+
0
0
-5
+
0
0
-4
+
0
0
-3
+
0
0
SS-03
-2
5
+
0
0
-2
6
+
0
0
-2
7
+
0
0
-2
8
+
0
0
-2
9
+
0
0
-3
1
+
0
0
-3
2
+
0
0
OCEAN BOULEVARD
PELICAN WATCH WAY
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
2022 MHW (1.18')
SEAWARD BERM CREST
2022 MLW (-2.05')
PROJECT
BASELINE
LANDWARD
LIMIT OF FILL
SEAWARD TOE OF FILL APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
C
S
_
P
V
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

1
:
3
5
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD

AS

N
O
T
E
D
PV-2
7
MA
T
C
H

L
I
N
E

P
V
-
1
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE 'TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
C
H

L
I
N
E

P
V
-
3
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
STATIC VEGETATION
LINE
SS-04 SS-05
SS-06
-3
3
+
0
0
-3
4
+
0
0
-3
5
+
0
0
-3
6
+
0
0
-3
7
+
0
0
-3
8
+
0
0
-3
9
+
0
0
-4
1
+
0
0
-4
2
+
0
0
-4
3
+
0
0
-4
4
+
0
0
-4
5
+
0
0
-4
6
+
0
0
-4
7
+
0
0
-4
8
+
0
0
-4
9
+
0
0
-5
1
+
0
0
-5
2
+
0
0
-5
3
+
0
0
-5
4
+
0
0
-5
5
+
0
0
-5
6
+
0
0
-5
7
+
0
0
-5
8
+
0
0
-5
9
+
0
0
-6
1
+
0
0
-6
2
+
0
0
CH
I
C
A
H
A
U
K

T
R
A
I
L
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
OCEAN BOULEVARD - N.C. 12
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
2022 MHW (1.18')
SEAWARD BERM CREST
2022 MLW (-2.05')
LANDWARD
LIMIT OF FILL
SEAWARD TOE OF FILL
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
C
S
_
P
V
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

1
:
3
9
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD

AS

N
O
T
E
D
PV-3
8
MA
T
C
H

L
I
N
E

P
V
-
2
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE 'TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
C
H

L
I
N
E

P
V
-
4
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
STATIC VEGETATION
LINE
SUBLINE NO. 6
(STATION -33+50)
SS-07
SS-08
SS-09
-6
3
+
0
0
-6
4
+
0
0
-6
5
+
0
0
-6
6
+
0
0
-6
7
+
0
0
-6
8
+
0
0
-6
9
+
0
0
-7
1
+
0
0
-7
2
+
0
0
-7
3
+
0
0
-7
4
+
0
0
-7
5
+
0
0
-7
6
+
0
0
-7
7
+
0
0
-7
8
+
0
0
-7
9
+
0
0
-8
1
+
0
0
-8
2
+
0
0
-8
3
+
0
0
-8
4
+
0
0
-8
5
+
0
0
-8
6
+
0
0
-8
7
+
0
0
-8
8
+
0
0
-8
9
+
0
0
-9
1
+
0
0
-9
2
+
0
0
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
PO
R
P
O
I
S
E

R
U
N
DUCK

R
D

-

N
.
C
.

1
2
OCEAN BOULEVARD
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
2022 MHW (1.18')
SEAWARD
BERM CREST
2022 MLW (-2.05')
LANDWARD
LIMIT OF FILL
SEAWARD TOE OF FILL
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

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AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
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LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
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L
I
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P
V
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5
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
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0 100 200
GRAPHIC SCALE IN FT
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1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE 'TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
C
H

L
I
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E

P
V
-
6
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
STATIC VEGETATION
LINE
SUBLINE NO. 7
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0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE 'TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
C
H

L
I
N
E

P
V
-
7
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
STATIC VEGETATION
LINE
CO
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CONSTRUCTION
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CO
N
S
T
R
U
C
T
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O
N

A
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I
M
U
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H

6
6
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0
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A
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A
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N
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9T
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A
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6
8
.
3
°
2022 MHW (1.18')
SEAWARD BERM CREST
2022 MLW (-2.05')
LANDWARD
LIMIT OF FILL
SEAWARD TOE OF FILL
STAGING
AREA
APKW
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AP 9/
1
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2
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P
V
-
6
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE 'TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
6.UPON COMPLETION OF THE TOWN OF SOUTHERN SHORES PROJECT, CONSTRUCTION ACCESSES AND STAGING
AREAS SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
C
H

L
I
N
E

P
V
-
8
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST , 2021 PLANS
STATIC VEGETATION
LINE
SUBLINE NO. 8
(STATION
-173+50)
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D-33
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2022 MHW (1.18')
SEAWARD BERM CREST
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LIMIT OF FILL
SEAWARD TOE OF FILL
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APKW
KW
AP 9/
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#
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C
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3
3
1
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PL
A
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I
E
W
FD AS

N
O
T
E
D
PV-8
13
MA
T
C
H

L
I
N
E

P
V
-
7
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE
OF DUNE.
5.THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN
SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE 'TOWN OF
SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO
CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 1ST, 2021 PLANS
STATIC VEGETATION LINE
MLW = EL. -2.05'
MHW = EL. 1.18'
10
1
EL. 6.0'
RN
G

4
+
3
6
.
7
RN
G

3
+
6
7
.
4
RN
G

5
+
2
7
.
7
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-21
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -192+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-20
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-19
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-18
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-17
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -182+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -174+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -167+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
MLW = EL. -2.05'
MHW = EL. 1.18'
10
1
EL. 6.0'
RN
G

4
+
3
4
.
8
RN
G

3
+
7
0
.
6
RN
G

5
+
3
0
.
8
MLW = EL. -2.05'
MHW = EL. 1.18'
10
1
EL. 6.0'
RN
G

4
+
4
6
.
3
RN
G

3
+
6
2
.
9
RN
G

5
+
4
2
.
3
RN
G

3
+
6
9
.
5
RN
G

4
+
2
9
.
5
RN
G

3
+
8
0
.
4
RN
G

4
+
4
2
.
2
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

4
+
4
5
.
7
RN
G

3
+
6
5
.
5
RN
G

3
+
7
8
.
6
RN
G

5
+
4
5
.
5
RN
G

4
+
4
7
.
1
RN
G

5
+
4
2
.
5
RN
G

5
+
5
0
.
7
RN
G

5
+
5
9
.
1
RN
G

3
+
8
0
.
8
RN
G

4
+
3
8
.
3
RN
G

5
+
3
5
.
0
RN
G

3
+
7
6
.
6
RN
G

4
+
4
3
.
9
RN
G

5
+
4
8
.
2
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
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-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
X
S
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

4
:
1
4
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-1
14
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
RE
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
LEGEND:
EXISTING GRADE, AUGUST 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED AUGUST 28 & 30, 2022 BY COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA,
INC.
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-16
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-15
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-14
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-13
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
400 500 600 700 800 900 1000 1100 1200
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -161+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -154+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -145+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -135+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -125+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
RN
G

3
+
8
1
.
7
RN
G

4
+
5
5
.
7
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

5
+
4
5
.
5
RN
G

4
+
5
2
.
4
RN
G

5
+
9
1
.
0
RN
G

4
+
8
2
.
9
RN
G

3
+
8
1
.
7
RN
G

3
+
3
6
.
2
RN
G

4
+
6
5
.
7
RN
G

5
+
8
5
.
9
RN
G

3
+
5
7
.
0
RN
G

4
+
9
6
.
8
RN
G

6
+
2
3
.
8
RN
G

3
+
7
7
.
3
RN
G

4
+
9
8
.
8
RN
G

6
+
2
8
.
8
RN
G

4
+
9
9
.
8
RN
G

6
+
4
1
.
5
RN
G

7
+
7
6
.
5
RN
G

7
+
6
0
.
1
RN
G

6
+
3
8
.
6
RN
G

8
+
8
3
.
0
RN
G

4
+
8
1
.
7
RN
G

7
+
3
3
.
7
RN
G

6
+
0
7
.
7
RN
G

3
+
8
9
.
9
RN
G

5
+
6
8
.
0
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
X
S
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

4
:
5
0
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-2
15
LEGEND:
EXISTING GRADE, AUGUST 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
RE
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED AUGUST 28 & 30, 2022 BY COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA,
INC.
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-12
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-11
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-10
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-09
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-08
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -115+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -105+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -95+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -85+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

4
+
9
0
.
3
RN
G

3
+
4
1
.
4
RN
G

6
+
3
4
.
3
RN
G

3
+
8
5
.
9
RN
G

6
+
8
5
.
6
RN
G

5
+
4
4
.
0
RN
G

7
+
2
2
.
1
RN
G

4
+
3
4
.
1
RN
G

5
+
8
8
.
1
RN
G

6
+
0
0
.
8
RN
G

4
+
4
7
.
3
RN
G

4
+
3
2
.
2
RN
G

5
+
9
1
.
2
RN
G

7
+
2
6
.
2
RN
G

7
+
2
9
.
1
RN
G

6
+
6
3
.
1
RN
G

5
+
1
2
.
1
RN
G

3
+
5
5
.
1
RN
G

3
+
5
3
.
5
RN
G

5
+
1
3
.
5
RN
G

6
+
5
8
.
5
RN
G

3
+
7
0
.
8
RN
G

4
+
9
2
.
8
RN
G

6
+
1
8
.
4
RN
G

4
+
9
0
.
1
RN
G

3
+
5
3
.
4
RN
G

6
+
2
5
.
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
X
S
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

4
:
5
2
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-3
16
LEGEND:
EXISTING GRADE, AUGUST 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
RE
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED AUGUST 28 & 30, 2022 BY COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA,
INC.
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-07
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-06
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-05
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-04
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -75+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -65+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -55+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -45+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -35+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

5
+
3
3
.
4
RN
G

4
+
1
2
.
9
RN
G

4
+
2
0
.
4
RN
G

5
+
1
8
.
9
RN
G

4
+
4
1
.
8
RN
G

4
+
6
0
.
5
RN
G

5
+
9
5
.
8
RN
G

5
+
9
4
.
9
RN
G

4
+
4
8
.
4
RN
G

4
+
6
1
.
1
RN
G

6
+
8
6
.
3
RN
G

6
+
8
1
.
6
RN
G

5
+
6
0
.
6
RN
G

4
+
5
7
.
3
RN
G

4
+
2
4
.
0
RN
G

5
+
9
0
.
5
RN
G

7
+
2
5
.
3
RN
G

7
+
1
9
.
2
RN
G

5
+
8
4
.
0
RN
G

4
+
3
3
.
0
RN
G

6
+
5
3
.
4
RN
G

6
+
3
5
.
1
RN
G

6
+
9
5
.
3
RN
G

5
+
7
6
.
8
RN
G

5
+
6
4
.
3
RN
G

7
+
2
8
.
9
RN
G

7
+
2
5
.
8
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
X
S
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

3
:
5
9
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-4
17
LEGEND:
EXISTING GRADE, AUGUST 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
RE
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED AUGUST 28 & 30, 2022 BY COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA,
INC.
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-03
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-02
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: SS-01
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -25+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -15+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: -5+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
10
1
EL. 6.0'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

3
+
0
3
.
7
RN
G

4
+
5
4
.
0
RN
G

6
+
4
8
.
3
RN
G

5
+
1
2
.
3
RN
G

3
+
7
5
.
9
RN
G

6
+
2
1
.
3
RN
G

4
+
9
0
.
3
RN
G

3
+
8
2
.
6
RN
G

5
+
2
6
.
7
RN
G

4
+
0
0
.
4
RN
G

3
+
8
7
.
0
RN
G

5
+
1
5
.
6
RN
G

5
+
1
1
.
4
RN
G

3
+
6
5
.
0
RN
G

5
+
9
2
.
0
RN
G

6
+
3
7
.
4
RN
G

6
+
4
8
.
6
RN
G

6
+
4
6
.
0
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 0+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
10
1
EL. 6.0'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

5
+
4
0
.
2
RN
G

3
+
9
0
.
2
RN
G

2
+
3
0
.
2
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
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n
t
y
\
_
C
O
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N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
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c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
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n

U
p
d
a
t
e
s
\
S
S
\
S
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-
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-
C
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n

U
p
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a
t
e
_
X
S
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

4
:
0
5
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-5
18
LEGEND:
EXISTING GRADE, AUGUST 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
RE
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED AUGUST 28 & 30, 2022 BY COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA,
INC.
1
2
3
4
5
6
7 8 9
10
11
12
13
14
15
16 17
18
19
20
21
22
23
24
25
26
27
28
ATLANTIC
OCEAN
A'
A
N 847000
N 852000
N 842000 N 842000
N 847000
N 852000
E
3
0
1
5
0
0
0
E
3
0
2
0
0
0
0
E
3
0
2
5
0
0
0
E
3
0
1
5
0
0
0
DCVC-14-01
DCVC-14-02
DCVC-14-03
DCVC-14-13
DCVC-14-40\A
DCVC-14-41\A
DCVC-14-42\A
DCVC-14-43
DCVC-14-44\A
DCVC-14-45\A
DCVC-14-46\A
DCVC-14-47
DCVC-14-48
DCVC-14-50
DCVC-14-51
DCVC-14-52\A
DCVC-14-53
DCVC-14-54
DCVC-14-55\A
DCVC-14-56
DCVC-14-57\A
DCVC-14-58
DCVC-14-59
DCVC-14-60
DCVC-14-61
DCVC-14-63
DCVC-14-64
DCVC-14-65
DCVC-14-66
DCVC-14-67
DCVC-14-68
DCVC-14-69
DCVC-14-70
DCVC-14-71
DCVC-14-95
DCVC-14-96\A
DCVC-14-97\A
DCVC-14-98A
DCVC-14-99\A
DCVC-14-100\A
B
B'
29
30
31
32
33
34
35
36
37
38
DCVC-14-04
DCVC-14-05
DCVC-14-06
DCVC-14-07
DCVC-14-08
DCVC-14-09
DCVC-14-10
DCVC-14-11
DCVC-14-12
DCVC-14-14
DCVC-14-36
DCVC-14-37\A
DCVC-14-38
DCVC-14-39DCVC-14-49\A
DCVC-14-62
39
40
E
3
0
2
0
0
0
0
E
3
0
2
5
0
0
0
-68.0'
-65.0'
-58.5'
-65.5'
-63.0'
-66.0'
-60 -60
-60
-60
-60-58
-60-6
2
-60
-5
0
-60-5
0
-5
0
-5
0
-60
-60
-60
-6
0
-60
-60
-6
0
-60
-60
-60-60
-60
BORROW AREA COORDINATE TABLE
POINT ID
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
EASTING
3019370.9
3017204.5
3017798.4
3016995.7
3016928.0
3017357.5
3018654.8
3018932.5
3019568.9
3018120.0
3018069.8
3017289.0
3017302.1
3018139.0
3017637.6
3018653.3
3019763.8
3020753.7
3021081.7
3020569.7
3021352.1
3021047.1
3022507.8
3022106.3
3021784.4
3020836.5
3021646.9
3020574.6
3019847.3
3019168.0
3019995.4
3020095.7
3019106.0
3020217.4
3019742.8
3019120.7
3019748.5
3018069.8
3020197.4
3019050.6
NORTHING
854970.6
853123.7
852448.2
851633.8
851150.8
850708.4
850392.9
850596.0
849757.4
848511.3
846700.6
846700.2
843966.8
842988.7
840084.1
839011.8
838967.9
838966.2
844430.1
845124.3
846205.8
846601.5
847829.8
849556.7
850590.2
851593.4
852335.9
853476.8
852740.9
853414.4
854247.1
849063.5
848168.8
847888.2
845124.3
843430.3
843429.8
844635.9
846629.9
846678.1
APKW
KW
AP 9/
1
3
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 20
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S

B
E
A
C
H
NO
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
S
S
\
S
S
-
P
r
e
-
C
o
n

U
p
d
a
t
e
_
B
A
-
A
_
P
V
.
d
w
g

-

S
e
p

1
5
,

2
0
2
2

@

3
:
5
1
p
m

-

f
d
e
l
o
r
r
i
o

BO
R
R
O
W

A
R
E
A

A

P
L
A
N

V
I
E
W
FD

AS

N
O
T
E
D
BA-A
19
GRAPHIC SCALE IN FT
200010000
N
BORROW
AREA A
VOLUME =
12,218,000 C.Y.
LEGEND:
MAXIMUM AFTER DREDGE ELEVATION (FT. NAVD88)
BATHYMETRIC CONTOUR
TAR CULTURAL RESOURCE AVOIDANCE AREA (NO
DREDGE ZONE/NO ANCHOR)
CPE-NC 2014 VIBRACORES
CPE-NC 2014 MAGNETIC ANOMALIES
CPE-NC 2014 SIDESCAN SONAR ANOMALIES
BORROW AREA COORDINATE ID (SEE TABLE)
TOWN OF SOUTHERN SHORES ALLOWABLE
DREDGE AREA VOLUME = 3,548,000 C.Y.
-66.0'
-64
1.COORDINATES ARE IN FEET BASED ON NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM,
NORTH AMERICAN DATUM OF 1983 (NAD83).
2.BATHYMETRIC SURVEY PERFORMED MAY 19 - 22,
2021 BY McKIM & CREED.
3.ELEVATIONS ARE IN FEET BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
4.THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS
SHOWN ARE THE MAXIMUM DEPTHS ALLOWED
WITHIN THE BORROW AREA PER THE PERMITS AND
BASED ON THE AD SURVEY.
5.THE CONTRACTOR MAY DISTURB UP TO 2 FEET
BENEATH THE MAXIMUM AFTER DREDGE
ELEVATION WITH THEIR EQUIPMENT (MAXIMUM
DISTURBANCE ELEVATION).
6.THE MATERIAL USED TO CONSTRUCT THE
TEMPLATE AS SHOWN IN THE PLANS FOR THE
TOWN OF SOUTHERN SHORES SHALL COME
SOLELY FROM THE AREA OUTLINED WITHIN
BORROW AREA A, REFERENCED AS THE
“SOUTHERN SHORES ALLOWABLE DREDGE AREA.”
NO OTHER PORTIONS OF BORROW AREA A MAY BE
USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN
THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
SEE TECHNICAL PROVISIONS 8.
NOTES:
37
-64
SOUTHERN SHORES
ALLOWABLE
DREDGE AREA
VOLUME =
3,548,000 C.Y.
MAXIMUM AD EL.
= -65.0' NAVD
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG SECTION (FEET)
SECTION A-A'
-100
-80
-60
-40
-20
-100
-80
-60
-40
-20
0+00 20+00 40+00 60+00 80+00 100+00 120+00 140+00 160+00 170+00
MAXIMUM AD EL.
= -58.5' NAVD
MAXIMUM AD EL.
= -63.0' NAVD
MAXIMUM AD EL.
= -68.0' NAVD
B-B'
DCVC-14-68
DCVC-14-66
DCVC-14-66
ED
G
E

O
F

B
O
R
R
O
W

A
R
E
A
ED
G
E

O
F

B
O
R
R
O
W

A
R
E
A
DC
V
C
-
1
4
-
1
2
DC
V
C
-
1
4
-
9
7
\
A
DC
V
C
-
1
4
-
7
0
DC
V
C
-
1
4
-
1
0
0
\
A
DC
V
C
-
1
4
-
5
0
DC
V
C
-
1
4
-
4
1
\
A
DC
V
C
-
1
4
-
3
6
DC
V
C
-
1
4
-
5
2
\
A
DC
V
C
-
1
4
-
0
4
DC
V
C
-
1
4
-
6
1
DC
V
C
-
1
4
-
6
4
DC
V
C
-
1
4
-
6
5
A A'
MAXIMUM DISTURBANCE
EL. = -67.0' NAVD
MAXIMUM DISTURBANCE
EL. = -60.5' NAVD MAXIMUM DISTURBANCE
EL. = -65.0' NAVD MAXIMUM DISTURBANCE
EL. = -70.0' NAVD
MAY 19-22, 2021 BATHYMETRY
BY McKIM & CREED
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG SECTION (FEET)
SECTION B-B'
-100
-80
-60
-40
-20
-100
-80
-60
-40
-20
0+00 20+00 40+00 60+00
MAY 19-22, 2021 BATHYMETRY
BY MCKIM & CREED
MAXIMUM AD EL.
= -58.5' NAVD
A-A'
MAXIMUM AD EL.
= -63.0' NAVD
DC
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B B'
MAXIMUM AD EL.
= -65.5' NAVDMAXIMUM
DISTURBANCE
EL. = -65.0'
NAVD
MAXIMUM
DISTURBANCE
EL. = -60.5' NAVD
MAXIMUM
DISTURBANCE
EL. = -67.5' NAVD
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#
:

C
-
2
3
3
1
HORIZONTAL GRAPHIC SCALE IN FT
200010000
VERTICAL GRAPHIC SCALE IN FT
20100
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FD AS

N
O
T
E
D
XS-6
20
1.ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
2.BATHYMETRIC SURVEY PERFORMED MAY 19 - 22, 2021 BY MCKIM & CREED.
3.THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM
DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND
BASED ON THE AD SURVEY.
4.THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD
ELEVATION WITH THEIR EQUIPMENT (MAXIMUM DISTURBANCE ELEVATION).
5.CORES MAY NOT FALL DIRECTLY ON THE CROSS SECTION LINE, BUT ARE
LOCATED SUFFICIENTLY CLOSE TO CONTAIN SIMILAR MATERIAL.
6.WIDTH OF LAYERS IS REPRESENTATIVE ONLY. ACTUAL MATERIAL MAY VARY.
NOTES: