AIWWSC-PLANS-01-08-W912HN-09-B-0027.pdf
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1400+00 N
1300+00 N
1200+00 N
N
1100+00 N
1000+00 N
N
N
N
N
N
N
N
Mi 380
100+00 N
M i
0+00
100+00 S
200+00 S
300+00 S
400+00 S
500+00 S
M i
600+00 S
700+00 S
800+00 S
900+00 S
S
S
S
M i
BAY
FORT
SUMTER
HOBCAW
SHEM
17 GOAT
IS
LAND
OPEN WATER
DISPOSAL AREA
DEWEES INLET
BOAT
LANDI
NG
IS
LE
OF
PALMS
BUL
L’
S
HARBOR
R I V E R
BOAT L
ANDING
BOAT L
ANDING
F I
V E
C K
F A T
H O
M
CUT
MATHEWS
A L L I G A T O R
C A S I N O
D U P R E
C L U B
MUDDY
BAY
Cap e
Romai n
Har bor
OYS
TE
R
BAY
ROMAIN
RIVER
LIGHTHOUSE
ISLAND
K e y
I n l e t
CREEKKEY
RACCOON
KEY
A T
L P
O N
D C
R
G R A H A
M
N E
V
N IN
G
C R
B A C
K
BULL
PRICE INLET
S O U N D
B U L L Y A R D
L O N G
IS.
EAGLE
H A
M L I
N
B R E A C H
I N L E T
B A
Y
CEDAR
ISLAND
SOUTH
CREEK
MINIM
MINIM
ISLAND
SIXMILE
CAT
ISLAND
O R
L A
L
IG A
T
COUNTY
COUNTY
SANTEE
GEORGETOWN
SANTEE
NORTH
RIVER
N O R T
H S
A N T E E
S
W C
C
C
970S W-C
645S W-C
612S W-C
41S W-C
13N W-C
19N W-C
39N W-C
55N W-C
78N W-C
106N W-C
C
C
C
C
C
C
C
562N W-C
697N W-C 716N W-C
775N W-C
1027N/1058N W-C
1103N W-C
1156N W-C
1190N W-C
1229N W-C
1370N W-C
1450N W-C
1421N W-C
1505N W-C
1511N W-C
THE
COVE
T O
W N
C R E E K
C H A N N E L
HOUS
E
C K
C K
S K R I N E
C K
CK
C K
CK
CK
CK
C K
CK
C K
C K
CK
CK
CK
CK
C K
Mi 395
Mi 385
M i
CAPERS INLET
Cape Romain
C A P E
I S L
A N
D
RI
FL
E
RANGE
R O A D
PRICE
C R E E K
CAPE
ROMAIN
LIGHT
SOUTH I
SLAND
FERRY RAMP
RIVER
SOUTH
J E R E
M Y
SOUTH
SANTEE
PINELAND BUCK HALL
AWENDAW
MOORE’S
LANDING
RAMP
Mc
CELLANVI
LLE
C R E
1500+00 N
MOS
QUI
TO CK
T O
G
O R
G E T
O W
N
S S
W C
S
W C
HAMLI
N C
REEK
LONG
ALLI
GATOR
CHARLESTON
HA
ML
IN
S
OU
ND
GRAY
BAY
MOORES
CORNER
S E
W
B
A Y
M A R K
B A Y
CAP
ERS
I
SL
AND
BUL
L
IS
LAND
DEWEES
IS
LAND
SULLI
VAN’
S
IS
LAND
CHARLESTON
HARBOR
MOUNT
P
LE
AS
ANT
C O P A H E E
S O U N D
TE
N
MI
LE
MURPHY
IS
LAND
CONCHCR
N
H
R
NI
L R
CET
C E
NI
L
T
AW
EN
DAW
CR
AWEN DAW CREEK
WHITESIDE
C R E E
K
TOOMER CREEK
C A P E R S
C K
HARBOR RIVER
ISLANDCROW
WANDO RIVER
RI
VER
W A
N D
O
K I
N G
M E
E T I
N G
R U
T L
E D
G E
H O
R
A C
H
S T
R E
E T
E A
S T
B A
Y
MORRISON
D R I
V E
A V
E N
U E
A
H
I
L
A
D
A C
H
A V
E N
U E
BROAD
STREET
MURRAY
A S
H L
E Y
P a t r i o t s
P o i n t
S H
U T
E S
F O
L L
Y
I S
L A
N D
D R
U M
I
S L
A N
D
D I
S P
O S
L
E A
N A
V A
L
BRIDGE U/C
S.E. Tower
Ashley Bridge
(At C en te r
Ho r.
Ve rt
BASCULE
BRI
DGE
R I
V E
R
PROJECT
LOVETT
C L
O U
T E
R
PIER G (317-D)
PIER H (317-H)
PIER J (317-F)
P I
U
S9
P I E R
T
N S8
P I E R
S
PIER X
PIER W
PIER V
NS1
P I
Q
P
P I
(3
P I E R
P
200’
(330)
PIER R
PI
ER
R
BLVD
B O
U Y
B O
U Y
B O
U Y
B O
U Y
O
U Y
B O
U Y
375+78.55
0+7
1.
446+24.
8+0
8.
SHUTES
FOLLY
REACH
DISPOSAL AREA
CLOUTER CREEK
LAGOON
C R
BM 5
GEORGETOWN
LIGHT
SOUTH JETTY
NORTH JETTY
BEND
RANGE B
DISPOSAL AREA
M
3 0
MI
3 MI.
0+0
3+7
7.
CABLE
N O
R T
H I
S L
A N
D
W I
N Y
A H
B
A Y
M A L
A D
Y
B
U S
H
I S L
A N
D
R A
N
A
N
A
N G E
E
ENTRANCE CHANNEL
B
A C
K
E
A D
WESTERN
CHANNEL
CK
C A
M P
S E E
W E E
B O A T
L A N D I N G
MATERIAL DREDGED FROM EACH SHOAL SHALL BE TRANSPORTED
AND DEPOSITED IN THE DISPOSAL AREAS DESIGNATED BELOW:
N
SCALE IN FEET
160000 80008000
D I S T R I C T
B
O U
N D
A R
Y
G E O R G I A
A I
W W
DORCHESTER
WILMINGTON
DISTRICT
SAVANNAH
DISTRICT
605040302010010
SCALE IN MILES
MURRELS
INLET
MYRTLE
BEACH
LITTLE
RIVER
INLET
AI
WW
BERKLEY
WILLIAMSBURG
COUNTY
COLLETON
HAMPTON
HORRY
MARION
JA
S P
ER
COLUMBUS
BLADEN
AT
LANT
IC
OCE
AN
NORTH
SOUTH
CAROLINA
CAROLINA
B O U N D A R Y
D I S T R I C T
GREENVILLE
CAMDEN FLORENCE
COLUMBIA
ORANGEBURG
CHARLESTON
BEAUFORT
GEORGETOWN
CONWAY
LUMBERTON
PROJECT
AREA
SHOAL 1
SHOAL 3
SHOAL 6
SHOAL 10
SHOAL 13
SHOAL 14
SHOAL 2
SHOAL 4
SHOAL 7
SHOAL 8
SHOAL 12
SHOAL 11
A
T
L
A
N
T
I
C
O
C
E
A
N
VICINITY MAP
OF
CHARLESTON DISTRICT
SHOAL 9
NOTE: ALL SHOALS SHALL BE DREDGED TO A REQUIRED DEPTH
OF 11 FEET MLLW WITH AN ALLOWABLE OVERDEPTH OF 1 FOOT,
EXCEPT THAT SHOALS 17, 18, AND 19 SHALL BE DREDGED TO A
REQUIRED DEPTH OF 12 FEET MLLW WITH AN ALLOWABLE OVERDEPTH
OF 1 FOOT.
OPTIONAL SIDE SLOPE
ASSOCIATED WITH ALLOWABLE OVERDEPTH
OPTIONAL SIDE SLOPE
ASSOCIATED WITH ALLOWABLE OVERDEPTH
OPTIONAL SIDE SLOPE
ASSOCIATED WITH REQUIRED DEPTH
OPTIONAL SIDE SLOPE
ASSOCIATED WITH REQUIRED DEPTH
TYPICAL SECTION
NOT TO SCALE
CHANNEL
WIDTH VARIES
TYP.
MEAN LOWER LOW WATER
DREDGING PRISM
REQUIRED DEPTH 11’ MLLW, EXCEPT SHOALS 17, 18, & 19 (12’ MLLW)
PLUS 1’ ALLOWABLE OVERDEPTH
SHOAL 5
Shoal No.
Disposal Area
1505N W-C, 1511N W-C
1229N W-C
1190N W-C
1103N W-C
562N W-C
450N W-C, 402N W-C
402N W-C, 364N W-C, 341N W-C
204N W-C, 225N W-C
39N W-C, 19N W-C
612S W-C
612S W-C
612S W-C
645S W-C
1110S W-C
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
C O
R
F
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w in g d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
IF
W
H N B
M R
T
1"
C-02
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
IV
E R
J u n e
S H
O A L
L O
C A T
IO
P
IC
A L
S E
C T
IO
N
W
IN
Y
Y
A R
L E S T
R B
O R
J u n e
SHEET 2 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm a n
M o e b
BEAUFORT
NORTH
E D
IS
T O
B O H
IC
K E T
CREEK
K I
I S L A N D
J
L
A N
D
R I V E R
M I. 4
60 M I. 4
M I. 4
MI. 440
M I. 4
M I. 4
M I. 4
K I A W
A H
I S
MI. 465
FROGMORE
S E
A B
R O
L A
N D
PARKERS FERRY
RANTOWLES
W A
D M
A
L
A
I S
I V
E
R
M I. 4
MI. 430
M I. 4
PORT
ROYAL
RIVER
B O H
IC
K E T
CREEK
CHURCH
CREEK
K I
I S L A N D
L
A N
D
R I V E R
M I. 4
60 M I. 4
M I. 4
MI. 440
M I. 4
M I. 4
M I. 4
K I A
A H
ATLANTIC
R
A
C O
ASTAL
I T
W A
T E
R
W
AY
MI. 465
FROGMORE
ROCKVILLE
BENNETTS
JACKSONBORO
ADAMS RUN
MEGGETT
HOLLYWOOD
RAVENEL
POINT
W A
D M
A
L
A
W
M I. 4
MI. 430
M I. 4
M I. 4
610+00
620+00
630+00
640+00
0+0
0+0
0+0
690+00
700+00
710+00
810+00
820+00
840+00
850+00
860+00
870+00
880+00
890+00
900+00
910+00
1110+00
1120+00
1210+00
1260+00
1270+00
1280+00
1390+00
1400+00
1410+00
1420+00
1430+00
1440+00
1490+00
1740+00
1750+00
1760+00
1860+00
1870+00
1880+00
1890+00
1900+00
1910+00
1920+00
1930+00
1940+00
1950+00
1960+00
0+00
0+00
+0
+0
+0
+0
+0
+0
2050+00
2160+00
2170+00
+0
+0
2580+00
2590+00
3210+00
3220+00
3230+00
3240+00
3250+00
3260+00
0+00
0+00
3290+00
3300+00
+0
3320+00
+0
0+00
0+00
0+00
0+00
0+00
3480+00
3490+00
3500+00
+0
BOAT
LANDING
DAWHO
BOAT
LANDING
+0
1900+00
1400+00
WAPPOO
BOAT
LANDING
LIMEHOUSE
BOAT
LANDING
1200+00
+0
3300+00
3500+00
.7
+0
+0
900+00
700+00
IS
L A N
D
B E
A U F
O
E R
104 C-P
CHARLESTON
H U
N T I
N G
I S L
A N
D
S T . H
E
LE
NA
IS
LA
ND
M O R G A N R I V E R
S O U N D
H E L E N A
S T.
A S H E P O O
R
IV
IVE
R
EDISTO
SOUTH
B U L L R I V E
R
H J O
L
A
N D
TS
ONO
RIVER
395 C-P
450 C-P
532 C-P
540 C-P
580 C-P
OPEN WATER
DISPOSAL AREA
C P
1595 C-P1743 C-P
C P
C P
1717 C-P 1764 C-P
C P
C P
2237 C-P
2160 C-P
2461 C-P
2508 C-P
2536 C-P2564 C-P
FOLLY
COOSAW
RIVER
I S
L
D
I
R
IC
K Y
A
E E
MECALLEYS
C O M B A H E E R I V E R
TOM POINT CREEK
TOOGOODOO CREEK
ST
EAMBOA
T
CR
EE
K
DAWHO RIVER
R
OCK CR
E E K
R O C K
C R E E K
EDISTO BEACH
FOLLY
BEACH
N E
W
C H E
H A
W
R
IV
E R
BENNETTS
ISLAND
OTTER
ISLAND
F
IS
H
C R E E K
FENWICK
IS
L
A N
D
P
IN
E
IS
L
A N
D
ASHE
ISLAND
BEET
ISLAND
ASHEPOO
RIVER
B A T T E R
Y C K
IS
LAND
COOSAW
MORGAN
ISLAND
CHISOLM ISLAND
LADY’S ISLAND
52A 701
CR
E E
K
R
IV
E R
ASHLEY
R
IV
E R
CHARLESTON
HARBOR
W A
N D
O
C O
O P
E R
R I V
E R
AS
HE
POO
-C
OO
SA
W
CU
TO
FF
N
SCALE IN FEET
160000 80008000
D I S T R I C T
B
O U
N D
A R
Y
G E O R G I A
A I
W W
DORCHESTER
WILMINGTON
DISTRICT
SAVANNAH
DISTRICT
605040302010010
SCALE IN MILES
MURRELS
INLET
MYRTLE
BEACH
LITTLE
RIVER
INLET
AI
WW
BERKLEY
WILLIAMSBURG
COUNTY
COLLETON
HAMPTON
HORRY
MARION
JA
S P
ER
COLUMBUS
BLADEN
AT
LANT
IC
OCE
AN
NORTH
SOUTH
CAROLINA
CAROLINA
B O U N D A R Y
D I S T R I C T
GREENVILLE
CAMDEN FLORENCE
COLUMBIA
ORANGEBURG
CHARLESTON
BEAUFORT
GEORGETOWN
CONWAY
LUMBERTON
PROJECT
AREA
Shoal No.
L
T
A
O
SHOAL 16
SHOAL 15
SHOAL 17
SHOAL 18
SHOAL 19
MATERIAL DREDGED FROM EACH SHOAL SHALL BE TRANSPORTED
AND DEPOSITED IN THE DISPOSAL AREAS DESIGNATED BELOW:
VICINITY MAP
OF
CHARLESTON DISTRICT
Disposal Area
1440 C-P (OPEN WATER)
1595 C-P
1743 C-P, 1764 C-P, 1789 C-P, 1820 C-P, 1835 C-P
2160 C-P
2461 C-P
NOTE: ALL SHOALS SHALL BE DREDGED TO A REQUIRED DEPTH
OF 11 FEET MLLW WITH AN ALLOWABLE OVERDEPTH OF 1 FOOT,
EXCEPT THAT SHOALS 17, 18, AND 19 SHALL BE DREDGED TO A
REQUIRED DEPTH OF 12 FEET MLLW WITH AN ALLOWABLE OVERDEPTH
OF 1 FOOT.
OPTIONAL SIDE SLOPE
ASSOCIATED WITH ALLOWABLE OVERDEPTH
OPTIONAL SIDE SLOPE
ASSOCIATED WITH ALLOWABLE OVERDEPTH
OPTIONAL SIDE SLOPE
ASSOCIATED WITH REQUIRED DEPTH
OPTIONAL SIDE SLOPE
ASSOCIATED WITH REQUIRED DEPTH
TYPICAL SECTION
NOT TO SCALE
CHANNEL
WIDTH VARIES
TYP.
MEAN LOWER LOW WATER
DREDGING PRISM
REQUIRED DEPTH 11’ MLLW, EXCEPT SHOALS 17, 18, & 19 (12’ MLLW)
PLUS 1’ ALLOWABLE OVERDEPTH
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
W
H N B
M R
T
C-03
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
E R
J u n e
S H
O A L
L O
C A T
IO
P
IC
A L
S E
C T
IO
N
C H
A R
L E S T
R B
H E P
E R
J u n e
SHEET 3 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm
M o e b
0.6
8.6
8.0
8.0
8.5
8.6
8.6
9.0
9.1
8.4
8.5
8.1
8.48.4
8.4
8.4
8.3
8.3
7.9
6.5
6.5
7.0
6.2
6.3
6.3
6.2
6.2
6.2
6.2
6.5
6.3
4.6
5.9
5.6
5.6
5.5
5.4
5.3
5.3
5.3
5.4
4.8
4.8 4.2
4.2
4.2
4.0
4.2 4.3
4.6 5.1
5.5
5.4
5.4
5.6
5.3
6.4
7.6
6.9 7.3
7.3
7.3
8.4
10.2
10.210.4
10.5
10.5
10.5
9.4
9.4
9.4 9.4
9.4
10.4
7.8
9.3
9.8
10.5 9.6
9.4
12.5 10.5
11.1
11.0 11.0
11.0 12.1
10.9 9.7
11.6
10.9
11.6
12.2 10.1
8.8
14.8
14.9
14.7
14.1
14.9
15.6
17.2
17.2
17.2
17.4
15.5
15.1
15.8 15.8
16.9
17.0
15.8
11.6
11.4
11.0
11.0
12.0
12.4
12.7
13.0
13.0
14.2
14.3
14.3
14.3
14.3
12.9
14.3 14.8
13.6
8.1
8.2
8.4
4.5
4.5
4.3
2.9
2.9 2.8
2.6
2.6
2.6
2.2
2.2
2.3
3.8
3.6
0.9
8.4 8.4
8.4
7.7
7.6
7.4 6.2
8.7
8.7
8.7
7.1
7.1
7.1
7.1
9.5
5.5
6.1
6.1
6.2
4.8
4.4
4.5
4.4
4.4
4.4
4.5
4.5
3.7
3.1
3.1 3.1
3.1
3.9
4.9
4.9
4.8
3.2
5.1
5.0
4.8
4.9
4.9
4.8
4.7
4.8
4.8
3.6
5.5
5.5
4.8
4.9
3.4
3.5
3.5
3.2
5.8
5.3
5.2
5.2
5.0
5.1
1.6
1.6
1.6
1.6
1.5
1.6
1.6
1.6
1.8
4.9 4.3
4.1
4.2
4.1
4.1
4.3
4.2
5.0
4.3 4.4
-0.6
5.4
4.7 4.7
4.9 4.3
4.2
4.2
4.2
4.2
4.4
5.0
5.4
3.9
4.0
4.6
3.1
4.8
0.7
0.4
0.3
0.3
0.3
0.3
0.3
0.3
9.8
9.7
9.5
9.7
9.9
9.2
8.7
8.8
7.3
7.3
11.2
11.2
8.7
7.9
8.5
11.9
9.9
9.9
9.9
10.7
10.4
5.1
5.2
4.9
4.9
5.1
5.1
5.1
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.4
5.4
2.9
3.7
3.3
2.9
3.0
3.0
2.9
2.9
3.2
1.8
0.3
2.7
2.8
0.3
0.3
0.3
0.1
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.8
0.8
1.9
1.9
1.9
1.9
2.0
3.5
3.3
2.6
2.8
2.9
3.0
2.1
2.1
2.9
3.1
2.8
3.0
1.3
1.3
1.5
3.1
3.0
3.0
2.9
3.2
2.5
2.5
3.0
1.7
1.2
1.2
0.7 0.5
0.5
0.5
0.5
0.6
0.6
0.5
0.5
0.5
0.5
3.6
4.5
2.9
2.9
2.7
1.5
3.3
3.1
3.0
2.4 2.5
2.5 2.5
2.5
4.3
4.3
4.6
2.8
2.4
2.1
2.0
2.2
4.2
2.6
2.6
2.6
2.5
1.7
1.3
1.5 1.6
1.6
3.4 2.6
2.5
2.1
4.6 3.5
5.0
4.8
3.1
2.5
2.0
2.0
1.0
1.3
1.1
0.8
0.6
0.6
0.6
PIPE
P
IP
E
P
IP
E
FR-2
25-0202
4.24
25-0302
0.81
25-0303
-2.74
25-01
7.14
W
IN
Y A
H
BAY
W E
ST
E R
N
CH
A
N N
E L
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
M
USC&GS "MIDDLE"
M
COE "RICE"
M 15
+0
N
L
MM
M
1512+00N 200R
DISPOSAL AREA
1511N W-C
DISPOSAL
AREA
1505N W-C
C A T
I S L
A N
D
E S T
H E
R V
IL
IM
E
N A
L
+2
.1
N
L14
+2
.1
N
L
+5
1+5
+5
8.1
9.
28.
78.
78.
58.
16.
94.
8.
8.
8.
9.
9.
8.
8.
7.
7.
7.
57.
78.
28.
79.
39.
88.
88.
88.
78.
37.
05.
7.
9.
8.
8.
9.
9.
8.
8.
8.
7.
7.
6.
7.
8.
08.
8.
38.
99.
39.
78.
89.
08.
78.
9.
9.
9.
9.
9.
9.
8.
7.
7.
7.
5.
7.
17.
57.
87.
98.
08.
9.
29.
79.
09.
18.
58.
16.
8.
9.
9.
9.
9.
9.
8.
7.
7.
7.
7.
7.
7.
47.
67.
98.
9.
39.
58.
8.
57.
56.
7.
8.
8.
9.
9.
8.
8.
7.
7.
6.
6.
6.
6.
7.
27.
58.
48.
69.
9.
18.
78.
38.
7.
8.
8.
8.
9.
8.
8.
7.
7.
6.
6.
4.
6.
6.
7.
38.
08.
9.
18.
98.
8.
78.
9.
9.
9.
9.
8.
8.
7.
7.
6.
6.
4.
5.
6.
37.
27.
68.
28.
9.
39.
79.
19.
8.
8.
9.
9.
8.
8.
7.
7.
6.
7.
07.
37.
88.
18.
39.
28.
98.
48.
58.
7.
8.
8.
8.
8.
9.
8.
8.
8.
7.
7.
7.
7.
16.
97.
57.
88.
38.
99.
58.
48.
07.
87.
6.
6.
7.
8.
8.
8.
9.
9.
9.
8.
7.
7.
6.
7.
06.
97.
08.
9.
29.
89.
99.
89.
8.
67.
97.
36.
15.
4.
6.
7.
9.
.3
.2
.0
.9
8.
7.
7.
6.
4.
6.
6.
27.
07.
48.
78.
.0
.6
.5
.1 19 .8
.1 16 .9
.8 6.
4.
9.
09.
.1 9.
.2 9.
98.
86.
23.
6.
78.
38.
89.
29.
79.
99.
89.
89.
99.
99.
07.
04.
7.
17.
88.
48.
89.
69.
69.
79.
49.
48.
87.
55.
8.
9.
9.
9.
9.
9.
8.
8.
8.
7.
5.
4.
7.
58.
08.
68.
69.
29.
99.
28.
78.
78.
58.
16.
94.
8.
8.
8.
9.
9.
8.
8.
7.
7.
7.
57.
78.
28.
79.
39.
88.
88.
88.
78.
37.
05.
7.
9.
8.
8.
9.
9.
8.
8.
8.
7.
7.
6.
7.
8.
08.
8.
38.
99.
39.
78.
89.
08.
78.
9.
9.
9.
9.
9.
9.
8.
7.
7.
7.
5.
7.
17.
57.
87.
98.
08.
9.
29.
79.
09.
18.
58.
16.
8.
9.
9.
9.
9.
9.
8.
7.
7.
7.
7.
7.
7.
47.
67.
98.
9.
39.
58.
8.
57.
56.
7.
8.
8.
9.
9.
8.
8.
7.
7.
6.
6.
6.
6.
7.
27.
58.
48.
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9.
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38.
7.
8.
8.
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9.
8.
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7.
7.
6.
6.
4.
6.
6.
7.
38.
08.
9.
18.
98.
8.
78.
9.
9.
9.
9.
8.
8.
7.
7.
6.
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4.
5.
6.
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27.
68.
28.
9.
39.
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19.
8.
8.
9.
9.
8.
8.
7.
7.
6.
7.
07.
37.
88.
18.
39.
28.
98.
48.
58.
7.
8.
8.
8.
8.
9.
8.
8.
8.
7.
7.
7.
7.
16.
97.
57.
88.
38.
99.
58.
48.
07.
87.
6.
6.
7.
8.
8.
8.
9.
9.
9.
8.
7.
7.
6.
7.
06.
97.
08.
9.
29.
89.
99.
89.
8.
67.
97.
36.
15.
4.
6.
7.
9.
8.
7.
7.
6.
4.
6.
6.
27.
07.
48.
78.
.0
.1 19 .8
.1 16 .9
.8 6.
4.
3.4
4.8
9.5
4.6
6.3
3.0
3.7
3.3
4.03.4
2.1
2.6
2.5
2.5
2.3
2.6
3.8
6.4
8.3
5.9
4.7
6.1
6.4
4.8
5.1
6.3
6.3
4.6
6.0
4.5
4.3
5.5
3.6
S
S
25-0102
1.92
24-0803
6.44
A
R S
H
M
M
MM
+4
.8
N
R
+2
.17
N
R
N
200 200 4000
SCALE IN FEET
E 2530000 E 2531000 E 2532000 E 2533000
E 2530000 E 2531000 E 2532000 E 2533000
E 2534000 E 2535000 E 2536000
E 2534000 E 2535000 E 2536000
SHOAL 1
STA. 1518+00 TO 1492+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
SPILLWAY
SPILLWAY
XY=2530347.12, 521620.07
XY=2530414.34, 521560.22
XY=2530668.84, 521981.44
XY=2530734.51, 521919.84
XY=2532054.27, 523244.60
XY=2532204.48, 523444.99
XY=2532296.54, 523344.02
DREDGE DISCHARGE LOCATION
FOR SHOAL 1
DREDGE DISCHARGE LOCATION
FOR SHOAL 1
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
W
H N B
M R
T
C-04
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
E R
J u n e
P L A
N
S
H O
A L s
C
C
J u n e
SHEET 4 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm
M o e b s
NOTES:
1. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOWER LOW WATER.
2. DATE OF HYDROGRAPHIC SURVEY FOR SHOAL 1 WAS 22 APRIL 2009.
3. HORIZONTAL DATUM IS SCSPC NAD 1983.
4. SEE SHEET 28 FOR MONUMENT DATA.
5. SPOT ELEVATIONS SHOWN ON LAND/MARSH ARE FROM MARCH 2001 AERIAL
MAPPING. SPOT ELEVATIONS SHOWN INSIDE DISPOSAL AREAS MAY HAVE
CHANGED DUE TO PLACEMENT OF DREDGED MATERIAL SINCE MARCH 2001.
N D
S A
N D
S A
N D
G-5
FR-4
1240+00 N
1250+00 N
1260+00 N
1270+00 N
1270+54.92 N
1266+72.25 N
24-0202
2.48
23-0502
1.22
23-04
7.45
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MINIM
ISLAND
CAT
ISLAND
M M
M 1270+89.47N 240L
1270+89.47N 160R
1270+89.47N 200R
M1267+06.97N 240L
M M
1267+06.97N 160R
1267+06.97N 200R
M
M
1252+00N BACK = 1252+17.50N AHEAD 240L
M
1242+00N 240L
M
1242+00N 200R
1.8
3.6
3.2
4.7
4.5
11.0
14.3
15.8
12.9
5.4
5.2
15.2
5.6
3.0
3.0
3.1
4.3
4.5
3.8
4.6
3.1
1.6
2.5
1.6
3.6
10.6 11.8
9.5
4.6
4.1
2.0
16.8
15.5
3.2
3.3
5.4 1.4
1.6
1.8
2.3
2.3
4.7
5.0
2.6
2.3
2.9
3.4
2.4
3.0
4.1
2.7
2.1
2.6
2.5
4.8
3.4
3.0
3.0
2.7
2.32.4
2.8
2.4
3.0 2.4
2.4
2.7
2.1
2.5
3.4
2.7
3.1
2.6
2.6
3.4
2.8
2.1
2.5
1.9
2.5
2.7
2.4
2.5
2.3
2.8
2.1 2.4
5.8
5.7
3.3
2.2 2.2
3.0
2.1
2.4
3.0
2.62.0
2.2 2.3
2.6
2.0
2.7
2.5
2.0
2.2
4.3
3.3
4.5
6.5
6.2
6.6
2.4
2.1
3.0
4.5
2.3 2.2
2.4
2.1
2.7
3.0
2.8
2.6
2.4
3.6
3.5
2.72.6
2.8
2.6
1.9
1.9
1.3
1.8
1.5 1.5
6.1
4.1
2.5
2.9
2.2
2.1
2.7
2.3
2.2
2.6
2.9
1.7
2.1
2.3 2.2
2.4
2.0
2.3
2.1
1.9
1.7
1.9
1.6
2.0
2.1
2.0
2.7
2.5
2.5
2.5
2.2
6.9
7.1
3.3
2.2
2.0
2.3 2.12.2
2.2
2.5
2.9
3.4
4.4
3.5
4.8
4.7
4.1
4.5
4.6
5.1
5.5
3.4
5.6
5.4
5.5
12.2
12.1
12.2
12.6
13.0 10.4
10.5
10.5
13.0
4.1
4.1
4.1
N I
M
I M
C R E E
K
DITCH
M I N I
M
C R
E E
K
DISPOSAL AREA
1229N W-C
1252+00N
BACK
1252+17.50N
AH
EAD 200R
.2
.0
.8 .16 .28 .09 .810 .7
.57 .3
5.
7.
8.
9.
.1
.4
9.
8.
5.
3.
1.
1.
.14 .36 .68 .69 .7
.89 .17 .65 .6
.0
.6
.5
.3
.5
.0
.4
.7
.5
.9
.6
.1
.7
1.
1.
.33 .86 .0
.89 .29 .59 .08 .57 .96 .6
.4
.8
.6
.2
.7
.0
.0
.1
.8
.1
.0
1.
.13 .55 .16 .88 .18 .98 .98 .78 .17 .66 .4
.4
.0
.9
.8
.4
.1
.1
.4
.3
.2
.8
.1
1.
.33 .85 .26 .57 .89 .18 .98 .88 .17 .66 .7
.9
.2
.4
.9
.8
.7
.9
.1
.6
.3
.0
.7
1.
1.
.94 .35 .56 .97 .98 .98 .98 .57 .66 .95 .9
.3
.9
.2
.0
.1
.4
.0
.6
.8
.5
.2
.0
.5
1.
1.
.53 .85 .06 .78 .39 .08 .78 .06 .96 .14 .9
.6
.0
.4
.5
.8
.6
.7
.1
.3
.4
.4
.3
1.
.73 .94 .55 .97 .78 .68 .78 .47 .86 .55 .54 .0
1.
.0
.4
.8
.8
.8
.5
.0
.0
.3
.5
.5
.6
1.
.73 .95 .06 .67 .98 .48 .77 .97 .45 .84 .3
1.
.1
.3
.5
.0
.3
.4
.7
.3
.1
.3
.1
.6
.5
.83 .44 .35 .16 .77 .89 .08 .37 .46 .35 .33 .92 .7
1.
1.
.2
.1
.8
.2
.9
.5
.8
.8
.5
.5
.6
.2
.74 .0 .35 .46 .67 .78 .17 .87 .36 .24 .93 .5
.9
1.
.1
.7
.4
.8
.3
.7
.8
.8
.7
.2
.5
.3
.5
.84 .03 .64 .05 .06 .77 .47 .87 .57 .06 .04 .72 .71.
-0
.7
1.
.0
.1
.7
.9
.3
.7
.7
.9
.9
.8
.3
.2
.1
.68 .67 .27 .27 .48 .07 .87 .06 .35 .33 .11.
71.
.50 .1
.5
.8
1.
1.
.9
.8
.6
.5
.3
.2
.3
.4
.8
.18 .06 .84 .73 .31.
.80 .70 .40 .3
.9
1.
.3
.8
.7
.4
.66 .43 .12 .11.
51.
31.
.1
.8
.8
.6
N D
S A
N D
S A
N D
S A
N D
P
IP
E
FG-7
1220+00 N
1230+00 N
24-0102
8.14
23-0402
0.96
24-0101
1.59
MARSH
MARSH
M
M
1228+00N 240L
1228+00N 200R
2.92.1
1.1
2.5
1.4
1.6
1.6
1.6
1.7 2.0
2.8
2.4
2.8
3.1
2.8
2.8
2.0
1.8
1.9
1.6
2.0
7.0
6.6
5.2
2.1 2.5
3.1
2.1
2.1
2.9
3.6
7.3 4.3
5.6 7.7
7.7
2.6
2.8
2.2
4.9
5.5
3.8
5.7
6.7
5.3
6.4
6.3
12.9
13.1
11.5
11.5
12.1
12.1 10.6
10.4
10.5 12.112.1
11.1
11.1
11.1
12.1
12.1
5.3
3.4
5.1
5.3
4.1
14.1
14.2
13.5
14.1
14.3 14.5
14.4
14.9
14.8
15.1
15.10.6
0.7
1.9
2.3
2.3
1.8
7.8
7.0
7.0
7.0
7.0
9.7
9.7
6.3
10.6
CREEK
DISPOSAL AREA
1229N W-C
.38 .89
.69 .312
1.
.0
.3
.4
.0
.7
.75 .67 .69 .510 .0 .99
.1
.9
.3
.05 .47 .89 .811
.1
.6
.0
.5
.3
1.
.55 .18 .110
.04 .7
.2
.0
.3
.2
1.
.16 .28 .09
.57 .3 5.
3.
1.
SCALE IN FEET
4000 200200
N
E 2525000 E 2526000 E 2527000 E 2528000 E 2529000 E 2530000 E 2531000
E 2525000
E 2526000 E 2527000 E 2528000 E 2529000 E 2530000 E 2531000
STA. 1260+00 TO 1225+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
SHOAL 2
SPILLWAY
XY=2526305.70, 496250.26
XY=2528209.22, 499187.37
XY=2526230.17, 496299.21
XY=2528074.95, 499274.39
XY=2527836.42, 498906.34
XY=2527840.78, 498784.35
DREDGE DISCHARGE
LOCATION FOR SHOAL 2
DREDGE DISCHARGE LOCATION
FOR SHOAL 2
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
W
H N B
M R
T
C-05
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
E R
J u n e
P L A
N
S
H O
A
C
J u n e
SHEET 5 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm
M o e b s
NOTES:
1. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOWER LOW WATER.
2. DATE OF HYDROGRAPHIC SURVEY FOR SHOAL 2 WAS 31 MARCH 2009.
3. HORIZONTAL DATUM IS SCSPC NAD 1983.
4. SEE SHEET 28 FOR MONUMENT DATA.
5. SPOT ELEVATIONS SHOWN ON LAND/MARSH ARE FROM MARCH 2001 AERIAL
E
N
S A
N D
S A
N D
S A
N D
S A
N D
P
IP
E
P
IP
E
P
IP
E
FR-12
G-9
FG-7
1220+00 N
1190+00 N
1200+00 N
1210+00 N
1190+24.60 N
23-0302
0.25
22-0903
0.60
24-0102
8.14
23-0402
0.96
24-0101
1.59
CROW
ISLAND
MINIM
ISLAND
LITTLE
CROW
ISLAND
C R E E
K
D I T
C H
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
M
M
1228+00N 240L
1228+00N 200R
M
M 1208+63.98N 400L
1208+63.98N 300R
M
M
M
M
1192+00N 400L
1190+41.43N 400L
1192+00N 325R
1192+00N 400R
M
M 1180+61.35N 400R
1180+61.35N 325R
1.1
2.5
1.4
1.6
2.4
2.8
3.1
2.8
2.8
2.0
1.8
1.9
1.6
2.0
7.0
6.6
5.2
2.1 2.5
3.1
2.1
2.1
2.9
3.6
7.3 4.3
5.6 7.7
7.7
2.6
2.8
2.1
2.2
2.3 2.8
2.5
2.7
2.43.4
3.0
2.3
2.4
4.0
4.3
2.5
2.5
3.6
1.8
2.0
1.9
2.3
2.6
2.7
2.3
2.5
2.0
2.7
2.3
2.2
2.2 2.1
2.3
3.3
2.0 2.3
2.1
2.8
2.3
2.2
2.1
2.0
2.4
2.2
2.3
2.3
2.1
2.4 2.1
2.1
2.2
3.0
2.5
2.4
3.0
2.2
2.2
2.1
2.2
2.3
2.3
2.1
2.1
2.3
3.3
2.72.1
2.0
2.5
1.81.6
1.7
1.9
1.6
1.7
1.1
2.0
2.0
2.4 2.9
2.3
2.6
2.4
2.5
2.1
1.9
1.9
1.7
2.6
2.2
2.5
2.5
3.0
2.8
1.7
1.9
1.9
1.7
2.8
3.4
2.1
3.1
3.8
3.4
3.1
1.8
5.3
4.9 2.6
2.8
2.42.7
3.4
2.4
5.1
3.1
3.0
3.9
2.4
5.3
4.4
2.8
3.7
2.6
2.9
2.9
2.2
2.2
2.7
2.72.9
3.0
4.5
3.1
1.6
2.8
2.2
3.0
2.7
1.6
1.6
1.8
1.6 3.1
1.9
1.2
1.6 2.5
3.3
3.0 2.7
1.5
1.8 1.9
1.63.4
4.4
2.1
1.9
1.6
1.8
3.4
1.4
1.6
1.8
1.3 2.7
5.7
5.2
2.3
2.6
4.6
4.6
5.5
6.7
5.3
6.4
12.9
13.1
11.5
10.4
10.5 12.112.1
11.1
11.1
11.1
12.1
12.1
5.3
3.4
5.1
5.3
15.2
13.8
14.7
13.9
14.7
14.7
14.4
13.1
14.2 13.7
14.6
14.7
13.6
14.1
14.2
13.5
14.1
14.3 14.5
14.4
14.9
14.8
15.1
15.1
15.7
15.0
15.5
1.3
0.6
0.7
1.9
2.3
2.3
1.8
1.0
1.0
2.2
1.8
2.2
2.2
10.9 9.2
9.2
9.0
9.0
7.7
7.8
7.8
7.8
7.0
7.0
7.0
7.0
7.0
9.7
9.7
8.4 8.4
8.4
6.3
13.0
11.0
9.6
9.2
8.6
9.1
9.3
8.8
8.8
7.8
8.7
7.5
7.6
8.2
1.5
2.1
1.1
0.9
1.0
2.1
4.3
10.915.8
15.3
14.9
15.2
15.3
15.4
16.8
18.3 16.7
14.5
16.4
15.7
15.3
12.3
15.3
15.4
12.9
14.4
1.7
15.2
2.5
3.0
6.3
D U
C K
BIG
D U
C K
LT
I
L
T
E
D U C K
CREEK
CREEK
DISPOSAL AREA
1190N W-C
.38 .89
.69 .312
.0
.3
.4
.0
.7
.75 .67 .69 .510 .0 .99
.1
.9
.3
.05 .47 .89 .811
.1
.6
.0
.5
.3
1.
.55 .18 .110
1.
1.
.0
.1
.5
.3
.5
.9
.9
.29 .69
.99 .08 .27 .33 .71.
61.
51.
.8
.9
.8
.9
.9
1.
.4
.9
.7
.9
.9
.6
.4
.67 .48 .18 .59 .09 .69
.89 .59 .08 .26 .85 .63 .72 .31.
.8
1.
1.
.3
.6
.2
.7
.1
.6
.1
.5
.9
.9
.5
.1
.6
.27 .78 .28 .79 .39 .69 .89 .99 .89 .69 .39 .18 .07 .96 .55 .23 .72 .61.
.8
1.
1.
.4
.3
.5
.8
.3
.7
.4
.8
.3
.6
.8
.8
.6
.4
.9
.5
.1
.27 .78 .18 .48 .99 .39 .69 .79 .89 .69 .08 .78 .37 .77 .16 .05 .13 .83 .02 .1
1.
1.
1.
.2
.0
.6
.7
.2
.7
.4
.2
.8
.3
.8
.8
.7
.6
.2
.7
.4
.0
.08 .69 .29 .39 .69 .79 .8
.1 .59 .28 .77 .87 .06 .75 .84 .84 .03 .22 .5
1.
.2
.6
.2
.0
.0
.7
.7
.8
.6
.2
.0
.5
.6
.4
.0
.5
.59 .19 .49 .89 .910
.79 .08 .27 .47 .16 .25 .64 .94 .1
.2
.7
.3
.1
.8
.5
.0
.7
.2
.0
.6
.7
.3
.9
.3
.28 .89 .29 .69 .9
.99 .38 .88 .47 .67 .16 .45 .7
.2
.1
.4
.9
.2
.7
.2
.3
.7
.8
.4
.0
.6
.3
.5
.6
.6
.26 .87 .78 .28 .79 .19 .69 .79 .38 .88 .68 .38 .07 .87 .4
.4
.5
.2
.7
.9
.1
.2
.8
.6
.0
.1
.0
.7
.2
.7
.9
.3
.5
.6
.3
.56 .26 .87 .38 .28 .58 .88 .78 .38 .38 .68 .28 .18 .17 .97 .3
.3
.1
.3
.4
.4
.2
.2
.2
.8
.6
.8
.8
.7
.3
.6
.1
.1
.8
.15 .76 .36 .87 .78 .48 .58 .88 .28 .18 .28 .48 .58 .78 .78 .4
.6
.1
.0
.8
.7
.3
.1
.9
.9
.3
.2
.9
.8
.6
.2
.6
.9
.0
.0
.64 .65 .25 .96 .47 .88 .48 .28 .98 .38 .08 .38 .79 .09 .39 .49 .18 .4
.6
.1
.0
.3
.2
.7
.4
.3
.1
.6
.1
.8
.8
.6
.5
.9
.4
.0
.4
.7
.64 .55 .25 .86 .38 .08 .68 .78 .68 .18 .38 .99 .39 .69 .99 .99 .89 .5
.6
.5
.2
.8
.4
.1
.3
.4
.1
.8
.3
.7
.0
.95 .46 .07 .17 .88 .68 .48 .68 .58 .89 .19 .69 .910
.0
.7
.5
.9
.5
.6
.4
.6
.8
.4
.6
.0
.05 .76 .27 .58 .68 .98 .58 .89 .39
.8
N
E 2523000 E 2524000 E 2525000 E 2526000 E 2527000 E 2528000 E 2529000
E 2523000 E 2524000 E 2525000 E 2526000 E 2527000 E 2528000 E 2529000
200 200 4000
SCALE IN FEET
SHOAL 3
STA. 1210+00 TO 1185+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
SPILLWAY
SPILLWAY
XY=2524260.99, 492813.86
XY=2524134.99, 492895.25
XY=2524546.97, 493256.60
XY=2524418.29, 493333.84
XY=2525515.08, 494975.19
XY=2525433.16, 494848.80
XY=2525389.20, 495056.77
XY=2525304.55, 494926.15
DREDGE DISCHARGE LOCATION FOR SHOAL 3
DREDGE DISCHARGE LOCATION FOR SHOAL 3
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
W
H N B
M R
T
C-06
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
E R
J u n e
P L A
N
S
H O
A
C
J u n e
SHEET 6 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm
M o e b s
NOTES:
1. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOWER LOW WATER.
2. DATE OF HYDROGRAPHIC SURVEY FOR SHOAL 3 WAS 31 MARCH 2009.
3. HORIZONTAL DATUM IS SCSPC NAD 1983.
4. SEE SHEET 28 FOR MONUMENT DATA.
5. SPOT ELEVATIONS SHOWN ON LAND/MARSH ARE FROM MARCH 2001 AERIAL
PI
PE
G-19
FR-18
1100+00 N
1076+48.90 N
1091+63.63 N
1107+27.39 N
CEDAR
ISLAND
SANTEE
SWAMP
23-0202
1.62
23-0201
3.67
23-0101
4.30
22-0702
6.69
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH MARSH
M
M 1144+00N 350R
1134+93.57N 350R
M
M
M
M
1120+30.93N 200L
1118+38.71N 200L
1118+38.71N 200R
1120+30.93N 200R
M
M
1107+42.34M 200R
1107+42.34M 300R
M
M M
1091+78.22N 160R
1091+78.22N 200R
1091+78.22N 200L
M
M M
1076+64.37N 200L
1076+64.37N 160L
1076+64.37N 200R
4.5
3.4
3.5
3.6
3.1
3.3 2.6
2.2
2.6
2.8
3.53.1 2.7
2.4
3.1
2.6
2.5
2.9
3.1 3.1
3.0
2.8
3.2
2.5
3.3
1.8
1.5
1.6
1.8 1.6
1.8 1.7
1.8
2.0 1.9
1.8
1.9
1.8
1.9
2.8
3.7
3.5 3.2
3.5
3.0
2.7
2.6 1.8
2.0
1.9
1.8
1.6
1.9
1.8
1.9 1.7
2.3
2.4
2.8
4.0
4.4
2.0
1.9
1.9
2.5
2.7
3.5 2.9
2.83.53.2 2.2
3.2
2.6
2.8
3.5
3.1
2.3
2.5
2.5
2.6 2.5
2.0
3.0
2.8
3.3 3.1
2.7
2.7
3.1
2.8
3.5
2.9
3.2
2.6
3.4
2.9
2.9 5.0
4.1
4.1 4.1
4.1
4.0
3.3
2.3
2.5
3.4
3.8
2.63.5
2.6
3.6
2.9
2.1
3.5
3.2
2.9
2.8
3.8
3.3
3.6
3.3
3.2
3.0
2.9
2.8
3.2
3.2 3.0
2.0
2.6
2.5
2.7
2.8
3.7
3.6
3.9
3.9
3.8
2.7
3.0
4.9
3.0
3.7
11.7
4.4
4.4
5.2
4.4
5.3
5.1
8.6
6.1
6.7
8.0
6.4
4.0
5.1
6.7
8.0
7.8
6.2 5.3
5.6
5.4
5.7
4.2
5.4
5.1
4.0
7.6
5.5
11.3
10.3
5.5
5.75.0
5.0
4.5
5.3
7.7
8.0
6.6
8.2 6.4
7.2
9.0
7.6
8.9
8.2
5.9
5.5
4.2
4.2 4.4
5.5 5.0
5.4
4.6
6.2
4.6
4.6 4.2
4.4
4.3
3.9
3.3
3.7
2.8
3.6
4.4
4.2
4.3
3.1
3.5
4.0
3.6
4.1
4.6
5.0
4.2
4.6
4.1
4.5
3.6
3.2
2.9
4.4
4.4
5.2
2.9
3.6
2.9
3.2
3.8
4.2
5.3
4.5 4.1
3.5
2.3
2.9
2.3
2.3
2.6 2.8
2.6
2.0
2.3
2.4
2.7
2.4 2.5
3.5
2.2
2.3
2.2
2.9
2.9
3.1
2.4
2.6
2.6
2.7 3.8
2.9
2.8
3.2
2.2
3.4
2.8
2.9
3.4
3.0
2.3
2.8
3.03.2
2.2
2.0
3.2
3.2
2.1
4.1
3.3
3.7
2.3
2.6
2.4 2.3
2.8
2.1
2.5
2.6 3.4
5.3
3.0
3.5
3.5
2.7
2.5
2.5
7.7
6.3
4.6
4.3
5.8
4.2
7.3
6.4
7.5
3.3
4.3
3.9 3.3
2.8 3.2
2.7
2.7
3.2
5.0
5.8
4.3
6.5
2.9
3.9
3.5
2.7
4.1
5.5
3.3
3.4
3.5
3.6
3.5
3.4
7.3
7.3
6.6
6.4
7.8
5.9
4.43.3
4.8
7.8
6.6
4.8
3.6 2.7
3.8
4.0
5.1
4.0
5.1
5.0
2.4
2.7
2.5
3.5
2.6
3.1
3.2
3.5
5.1
5.0
4.7
4.1
4.9
7.6
4.1
4.7
6.3
3.6
19.7
18.4
18.4
17.7
18.1
18.1
18.1
18.1
17.4
19.9
17.1
18.2
17.8
18.1
18.2
17.3 17.3
18.1
17.2
17.3
8.4
12.8
10.6
10.6
10.8
11.3
11.3
11.1
11.1
11.1
10.6
10.6
11.9
10.2
12.4
11.3
6.3
6.1
6.1
8.37.7 7.17.1
7.1
7.1
6.2
6.2
6.2
6.6
6.6
6.6
6.6
6.6
12.5
12.5
12.7
12.5
12.2
11.1
11.1
11.3
11.3
11.3
11.3
6.9
A T
C
S O
N
C
R E
E K
H I
NORTH SANTEE RIVER
C A
N A
L
C R
E E
K
F O
U R
M
IL
E
DISPOSAL AREA
1058N W-C
1.0 1.0
1.7 2.
64.
26.
28.
19.
.4
.4
.5
.0
.2
.5
.4 9.
07.
5.
4.0
5.5
6.8
7.5
8.2
9.0
9.6
.0
9.4
9.0
8.2
7.3
5.7
4.0
2.5
5.
56.
87.
98.
48.
79.
39.
39.
18.
58.
7.
6.
95.
3.
3.6 2.7
5.0 6.8 8.0
8.6 8.6
8.6 8.7 8.8
8.3 7.6
6.8 6.2
5.6 4.4 3.1
7.8
6.9
2.4 6.0
8.9 8.8 8.8 8.4 8.0 7.5 6.6 6.1 5.2 3.6 2.3 1.1
0.9
1.4
2.4
3.1
4.9
5.7
6.1
7.3
9.3
9.0
9.0
8.5
9.0
8.7
7.5
6.6 4.2 5.6 8.0
9.2 9.6 9.1 9.6 8.3 8.1
7.7 6.9 5.9 4.5 3.3 3.1
2.4 1.8
8.5 7.7 7.0 6.7 5.5 3.9 3.2 3.2 3.0
4.2
4.5
4.5
5.0 5.8
6.7 7.3 7.8
9.2
10.5
10.8
12.5
12.0
9.2
11.3 10.0 9.7 8.5 7.6 6.8 7.1 6.7 6.0
5.3
6.0
5.5
5.8 6.0 5.0 6.1
7.6
8.5
8.4
8.4
8.4
11.4
13.8 14.8
18.6
17.3 11.9 7.0
1.4 4.4 6.0
10.7 14.5 17.0 17.8 17.4 13.8 11.5 11.2 10.7
8.9
8.6
7.3
7.6 7.9
7.7 7.7
9.6
6.6
6.9
6.8
6.0
6.6
6.7
6.6
6.9
7.8 8.3 10.1
10.5
8.9
8.2
5.7
3.4 0.7
1.1
1.1 3.5 5.9 7.7 8.6 8.8 8.6 7.6 6.0
4.7 4.9
4.8
3.6 4.0 3.8
4.0
4.5 3.8
3.2
3.8 3.3
2.8 3.8
3.6
4.4 5.5
7.2 8.4
8.5 8.9
8.7
7.5 5.4 3.1
1.5 1.9
4.7 6.5 8.6
9.3 9.6
9.4 8.7 7.2 5.9 4.9 3.9
2.6 2.9 3.3 4.1
4.1 4.4
6.0
5.4 5.8
5.4 4.7 5.5 5.8
6.1
6.5 6.9
8.0
9.2
10.0
10.4
10.6
9.9 8.3
6.2 4.0
2.4 3.8 6.8 9.2
11.0 11.9 11.9 11.3 10.7
9.2 8.1
6.5 5.9 5.4
5.8 6.1
5.3
6.0
5.9 6.4
6.0
6.3
7.0
6.2 5.7
6.5
6.7 7.7 9.1
10.7
11.6 12.1
12.4
12.3 12.0
10.3
7.4 4.4 2.5
DISPOSAL AREA
1103N W-C
CREEK
E 2515000 E 2516000 E 2517000 E 2518000 E 2519000 E 2520000 E 2521000
E 2515000 E 2516000 E 2517000 E 2518000 E 2519000 E 2520000 E 2521000
200 200 4000
SCALE IN FEET
N
SHOAL 4
STA. 1130+00 TO 1115+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
XY=2519390.77, 491093.87
XY=2519385.87, 491183.74
XY=2518520.97, 491046.46
XY=2518154.53, 490916.96
XY=2517985.68, 490798.09
XY=2517933.87, 490871.68
XY=2518233.84, 491082.87
XY=2518361.22, 491127.88
SPILLWAY
DREDGE DISCHARGE
LOCATION FOR SHOAL 4
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
W
H N B
M R
T
C-07
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
E R
J u n e
P L A
N
S
H O
A
C
J u n e
SHEET 7 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm
M o e b s
NOTES:
1. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOWER LOW WATER.
2. DATE OF HYDROGRAPHIC SURVEY FOR SHOAL 4 WAS 31 MARCH 2009.
3. HORIZONTAL DATUM IS SCSPC NAD 1983.
4. SEE SHEET 28 FOR MONUMENT DATA.
5. SPOT ELEVATIONS SHOWN ON LAND/MARSH ARE FROM MARCH 2001 AERIAL
7.3
6.4
8.5
8.9
8.2
9.2
8.6
15.3
15.3
16.0
16.0
1.8
4.2
4.2 2.1
2.1
4.9
4.9
4.6
4.8
6.5
5.9
5.6
4.1
4.1
4.1 4.1
4.1
2.7
2.7
2.7
4.04.04.0 4.2
4.2
4.2
3.2
3.1
3.1
3.0
3.0
3.0
2.4
2.4
2.42.4
3.8
3.8
3.5
5.7
12.9
3.8
2.8
3.5
4.5 4.2
4.2
4.2
4.2
3.8
3.8
3.8
4.3
4.3
4.3
4.3
4.3 4.3
4.1
4.1
4.1
1.7
6.4
6.9
6.9
6.6 6.6
6.5
6.5
9.2
9.2
9.2
9.1
1.6
1.6
1.6 1.6
1.6
1.6
1.6
4.7 4.8
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.0
7.4
7.4
7.4
8.6
7.4
6.9
6.5
6.8
6.8
7.8
8.6
8.6
8.3
7.5
7.5
7.5
7.5
6.5
6.4
9.7
8.2
8.2
8.2
6.2
6.2
6.6
8.2
7.3
7.3
7.3
7.9
7.8
7.8
7.88.5
8.5
8.5
8.2
8.2
8.8
8.8
8.4
8.4
15.6
15.7
15.7
15.7
15.7
15.7
15.8
15.8
15.5
15.5
15.5
15.5
4.0
3.2
4.4
6.9
7.0
7.5
5.5
1.6
1.6
3.0
4.2
4.8
5.0
4.3
4.7
5.0 5.7
4.0
3.6
3.5
2.6
3.3
4.7
4.9
5.9
5.2
5.2
1.3
1.5
5.8
5.0
4.6
4.1 -1.9
-1.2
-1.9
-1.8
-1.6
-1.3
15.9
4.3
3.0
21-1302
8.81
M
M
L
R
M
L
J E
R E
M Y
I S L
A N
D
0 0
7.3
7.2
7.2
7.9
7.9
7.7
7.7
7.7
7.7
7.7
7.7
8.1
8.1
8.1
9.0 9.2
8.5
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
10.4
10.4
10.4
8.5
16.2
16.2
16.9
16.9
16.9
15.6
16.5
15.5
15.5
15.5
15.5
0.1
2.9
2.9
2.9
2.8
2.8
2.8 2.8
2.2 2.2 1.8
1.8
2.8
2.8
2.8
5.3
3.3
6.4
6.8
5.8
5.8
6.8
6.8
6.8
10.5
10.4
9.9
5.5
5.5
4.2
6.8
10.5
12.6
10.8
15.6
9.1
9.0
4.8
3.8
3.8
3.7 3.7
5.2
5.2
5.1
5.1
5.1
4.8
4.8
4.8
4.8
5.6 1.9
3.1
1.6
6.3 10.2
9.7
9.5
7.4
6.9
4.5
2.8
2.6
2.6
2.4
2.4
4.6
2.2 2.2
2.1
1.2 1.2
2.6
2.6
3.6
1.2
1.2
1.2
1.2
2.2
4.3
2.2
6.6
6.5
6.5
6.5
4.7
2.5
2.4
4.1
1.8
1.8
1.8
1.8 1.8
5.0
1.9
3.4
3.5
3.5
3.8 3.6
3.1
3.8
3.6
3.4 3.5
2.8
3.4
7.3
7.4
7.1
5.2
4.0
4.2
4.8
4.9
4.8
5.2
4.4 4.3
5.3 3.8
3.6 3.5
3.7
3.3
3.7
3.0 5.2
4.4
4.1
4.2
4.6
4.3
4.7
4.5
4.2
5.1
5.7 4.24.2
4.8
4.7
4.0
4.2
2.7
3.9
2.5
4.8
4.2
4.8
4.4
2.1
2.4
2.4
2.5
2.1
2.7
1.1
1.4
6.1
6.3
7.05.8
5.3 6.6
5.6
5.4
5.2
5.2
-1.5
-1.5
5.3
5.5
5.5
3.3
1.3
6.5
6.8
6.2
6.2
6.1 7.2
4.6
5.2
6.1 6.4
6.5
4.6
4.8
5.5
5.4
2.2
2.3
3.2
2.0
1.3
1.5
1.2
5.5
4.2
3.3
3.7
2.5
4.9
5.7
4.4
5.0
4.2
4.8
5.5
5.7
4.9
4.3
5.9
5.2
5.1
4.3
4.8
5.2
-1.9
5.5
5.5
5.2
4.6
4.4
2.2
2.6
2.2
3.0
2.4
2.1
2.3
2.0
1.9
1.0
5.0
2.5
2.4
2.2
2.3
2.8
2.2
2.2
2.3
1.8
2.1
2.3
2.8
2.7
2.4
3.0 1.8
1.3
1.6
1.5
2.3
2.7
4.8
2.3
2.6
2.2
2.5
2.9
2.7
2.0
2.0 2.0
2.0
2.0
2.3
2.3
2.3
2.2
2.7
2.2
3.8
7.7
P
IP
E
21-1202
4.50
R-32
FG-31
JEREMY
ISLAND
MARSH
MARSH
MARSH
MARSH
M
R
M
M
L
R
M
.9
.5
L
M
M
.9
R
.9
.6
R
M
M 544+99.34N 300R
.5
L
M
532+00N 299.44R
M
532+00N 300L
5.17
FATHOM
DI
SPOSAL
AREA
2N
W- C
D I S P
O S
E
A
C
E 2475000 E 2475000 E 2477000 E 2478000 E 2479000 E 2480000 E 2481000 E 2482000
E 2475000 E 2475000 E 2477000 E 2478000 E 2479000 E 2480000 E 2481000 E 2482000
200 200 4000
SCALE IN FEET
N
SPILLWAY
DREDGE DISCHARGE LOCATION
FOR SHOAL 5
SPILLWAY (BOARD UP)
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
C H
A R
L E S T
O N S
O U
R O
L
IN
A
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
F ile n a m e
P lo t d a te
D w g s c a le
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
US Army Corps of Engineers
Charleston District
N D
M
W
H N B
M R
T
C-08
IB
H
M R
T M
A
IN
T E
N A
N
E D
G
IN
L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
F R
O M
W
IN
Y
Y
H E P
E R
J U
N E
P L A
N
D
A
C
J U
N E
SHEET 8 OF 28
C H
A R
L E S T
O R
G E T
O
U N
T
IE
S S
C
W H
P .d g n
N o rm
M o e b s
NOTES:
1. HORIZONTAL DATUM IS SCSPC NAD 1983.
2. SEE SHEET 28 FOR MONUMENT DATA.
3. SPOT ELEVATIONS SHOWN ON LAND/MARSH ARE FROM MARCH 2001 AERIAL
| 09b27-AIWWCOVER |
| 9260W-HP0002 |
| 9260W-HP0003 |
| 9260W-HP0004 |
| 9260W-HP0005 |
| 9260W-HP0006 |
| 9260W-HP0007 |
| 9260W-HP0008 |
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