AIWWSC-PLANS-18-28-W912HN-09-B-0027.pdf
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1.3
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0.6
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2.4
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0.6
1.3
1.5
1.2
2.0
1.8
2.22.1
2.3
2.6
2.2
2.4
2.3
2.2
2.1
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0.8
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2.4
2.0
0.8
0.9
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0.6
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2.1
2.5
2.0
2.3
1.1 2.1
2.1 2.5
2.6
2.1
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2.0
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2.0
2.1
2.7
2.2
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S
S
740+00 S
S
19-0502
-2.86
FG-103
MARSH
MARSH
M
M 736+00S 380L
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S
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S O
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W E
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W A
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2.4 1.3 0.9
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2.6
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0.4
0.8
0.4
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-0.3
-0.4
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0.6
0.5
-0.4
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0.8
-0.2
0.9
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-0.7 -0.6
-2.0
-1.7
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3.2
1.5
0.6
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1.4
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1.0
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-2.0 -2.0
2.0
2.9
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R-104
750+00 S
S O
U N
D
E 2388000 E 2389000 E 2390000 E 2391000 E 2392000 E 2393000 E 2394000
E 2393000 E 2394000E 2391000 E 2392000E 2389000 E 2390000E 2388000
200 200 4000
SCALE IN FEET
N
STA. 708+00 TO 734+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
XY=2389673.02, 371850.99
XY=2389744.65, 371961.81
XY=2389547.61, 371951.71
XY=2389614.75, 372055.58
XY=2391290.54, 373886.63
XY=2391165.79, 373986.81
SHOAL 13
SHEET
REFERENCE
NUMBER
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
C O
R P S
O F
E
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IN
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R e v ie w e d b y
S u b m it te d b y
D ra w in g o 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
B
W
H N B
M R
T
1"
C-18
IB
H
M R
T M
A
IN
T E
N A
N
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G
IN
G
IN
L A
N T
IC
IN
T R
A C
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L
W
T E
R W
A Y
F R
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W
IN
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H E P
IV
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P L A
N
S
H O
A L
J u n e
SHEET 18 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 s
NOTES:
1. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOWER LOW WATER.
2. DATE OF HYDROGRAPHIC SURVEY FOR SHOAL 13 WAS 3 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.
6. USE DISPOSAL AREA 645S W-C (SEE SHEET 17) FOR SHOAL 13.
4.2 4.8
4.7
1.73.9
3.9
3.9
3.8
3.7
3.7 3.7
3.7
3.7
3.7
5.2
5.2
5.2
5.2
5.1
3.1
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.8
5.1
7.0 7.0
6.0
6.2
6.5
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
7.5
7.2
12.2
12.2
12.2
12.8
12.9
13.6
13.8
14.4
13.4
13.2
12.6
12.4
12.5
12.4
12.2
12.6
13.0
13.1
13.1
13.1
12.8
12.8
12.8
14.4
15.1
15.1
15.1
14.1
14.1
14.2
14.2
14.5
14.8
14.9
15.1
15.5
15.5
15.5
14.4
14.4
14.4
14.8
14.8
14.9
15.1
15.1
15.1 12.7
22.4
22.4
20.9
22.1
22.1
21.5
23.2
22.8
22.8
22.8
22.8
22.8
22.8
22.6
22.1
21.3
21.0
20.9
20.4
20.4
20.4
20.6
20.7
15.8
16.9
16.1
12.3
12.3
12.1
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
9.2
11.1
11.1
11.1
9.6
8.9
8.9
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6 10.6
10.6
10.8
10.8
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.7
9.6
9.1
9.1
9.1
9.5
9.9
9.9
9.7
8.8
8.8
16.8
16.8
15.4
15.4
5.3
5.3
5.3
5.1
4.6
4.7
4.7
4.7
7.6
7.4 7.4
8.0
1.7
1.5
2.4
2.5
9.6
8.9
8.6
8.5
8.5
8.5
11.3
11.2
11.1
11.6
10.1 11.5
11.4 11.2
10.6
10.2
10.2
10.2
10.2
11.8
11.8 10.6
11.2
14.7
14.7
15.8
15.8
15.8
15.8
16.7
16.7
16.7
16.7
4.6
4.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.6
4.6
6.1
5.7
5.7
5.7
5.7
0.9
0.7
8.6 8.0
6.8 6.8
4.4
4.44.5
4.5 5.3
5.3 5.3
5.3
2.5
2.5
2.8 3.4
3.4
3.4
3.4 3.4
3.3
3.2
3.3 3.3
3.5 3.4
3.4
3.4
3.4
3.4
3.1
3.1
3.1
3.3
3.3
3.3
3.3
3.3
2.2
2.1
1.1
1.0
1.0
0.9
1.4
1.6
1.6
1.3
1.2
0.1
1.5
0.8
1.5 1.3
1.3
-0.3
-0.5
-0.4
0.7
1.4
1.2
1.5
1.5
1.3
1.3
1.6
1.6
1.7 1.6
1.2
1.2
1.4
2.4
1.9
1.6
2.6
3.1
2.6
2.3
2.4
1.1 1.0
1.5
1.0
1.0
1.0 1.9
2.4 2.1
1.2
2.5
1.2
1.8
2.1
1.4
2.11.6 0.4
-0.1
-0.3
1.6
2.3 2.2
2.2
2.5
1.0
1.2
1.8 2.3
2.6
2.3
2.6
2.1
2.2
2.5
2.5 2.5
2.4
2.0
2.4
-0.3
1.8
4.42.8
S
S
S
S
I N
L
E E
K
MARSH
MARSH
MARSH
K
IN
LET CREE
S W
IN
T O
N
CREEK
M
M
M
M
1105+00S 300L
M
M
1117+00S 300L
M
M
DISPOSAL
AREA
1110S W-C
DISPOSAL
AREA
1088S W-C
+0 0S
0R
1132+00S 350R
1132+00S 280R
+0 0S
0R
+0 0S
0R
0.6 0.6
1.4 2.9 4.5 6.0 9.3
11.
7 12.
13.
9 14.
11.
7.2 5.0 3.3 2.2
1.4
1.7 2.8
5.0
7.3
10.
11.7
11.9
10.
9.3
7.9
7.0
5.8
5.0
3.8
2.5
1.6
1.42.7 4.5
6.3 7.2 7.6 8.0 8.7 9.6
.4
11.
8.9 6.1
4.0 2.7 1.7
3.4
5.1
7.8
10.
10.
8.8
9.0
8.5
8.4
8.3
1.9
3.6
5.5
8.6
9.5
9.5
9.0
8.7
8.6
8.68.7 8.5 8.6
9.0 9.0
8.6 6.4
2.9 1.5
1.1
1.0
1.7 2.9
5.2
7.0
8.0
8.8
8.7
8.5 8.3 8.3
7.5 6.4
5.5 3.8
2.2 1.4
1.1 1.1
1.1
1.3
1.8
2.7
3.4
4.7
5.5
6.54.8 4.2
3.4 2.2
1.8 1.4
3.4
4.1
4.6
5.1 10.
10.
6.9 6.9
6.5
6.5
6.5
6.8 6.8
4.7
4.7
4.7
4.7
5.3
2.9
2.6
2.6
2.8
2.8
2.8
2.82.8
2.8
2.8
2.8
2.8
2.8
3.0
4.8
4.9
3.0
3.0
3.0
3.8
3.7
4.9
4.9
3.7
3.7 3.7
3.3
3.3
3.0
3.0
3.03.0
3.0
4.6
3.0
3.44.72.8
2.4
3.6
2.0
1.5
1.8
2.2 2.2
2.5
2.6
2.0
2.2
2.7
3.1
0.3
0.3
0.3
0.2
0.4
2.0
2.3
2.9
2.9
2.5
2.5
2.2
2.1
2.5
2.8
2.4
2.4
0.8 1.0 1.8
1.6
1.4
1.5
2.2
2.1
2.4
1.6
1.6
1.4
1.8
1.2
2.0 0.7 1.8
1.2
1.3
1.2
1.2
0.5
0.7
0.8
1.9
1.1 1.6
0.5
2.7
2.4
2.02.3
2.6
1.1
1.1
2.1
1.4
1.8
1.6
1.3
1.5
1.7
1.8
1.5
1.1
0.8
1.0
1.0
1.7
1.1
1.4
1.8
1.2
1.2
1.2
1.3
0.7
1.2 1.3
0.8 1.2
1.2
1.6
0.8
1.4
1.3
-0.5
-0.6
-0.2
0.4
1.3
0.9
1.1
1.2
0.9 1.1
0.5
1.2
1.0
1.6
2.0
-0.1
2.4
2.3
3.5
0.8
1.8
1.0 0.9
1.0 1.5
1.7
1.4
1.6
1.6 0.6
1.4
1.4
1.5
1.0
1.9
1.1 1.5
0.7
0.6
1.0
0.7
1.5
0.9
0.9
1.0
0.8
1.4
1.1
2.2
1.3
1.2
0.9
1.6
0.7
1.7
-0.3
2.0
2.8
1.4
1.4
1.4
1.1
0.9
1.6
1.8
1.7
2.5
-0.2
-0.7
1.0
1.6
0.9 0.7
1.2
1.3
0.9
1.2 1.5
-0.4
BRUSH
S
S
S
S
G-121
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
18-0602
-1.73
18-0502
1.94
G-119
703703
P
LM
LV
D
H A
M
E E
K
ISLE OF
PALMS
OC
NCH
E
E K
K N
E E
K
IN
L
EE
K
I N
L
E E
O C
N
EEK
M 1132+00S 300L
M 1148+00S 350R
M
1148+00S 300L
M
1163+00S 300L
0.6 0.65.0
3.8
2.5
1.6
1.42.7 4.5
6.3 7.2 7.6 8.0
10.
8.8
9.0
8.5
8.4
8.3
7.3
5.4
3.7
2.9
2.3
9.5
9.5
9.0
8.7
8.6
8.6
8.9
8.3
4.1
4.3
3.1
1.93.1 4.5 5.4
8.6 .1
9.5 8.7 8.5 8.6
9.0 9.0
8.65.2
7.0
8.0
8.8
8.7
8.5
8.7
9.8
.8
11.
9.0
5.2
4.4
3.2
2.03.6 4.4 4.1
9.5 .2
.6
.7
9.4 8.6 8.3 8.3
7.5 6.4
5.5 3.8
2.2 1.1
1.3
1.8
2.7
3.4
4.7
5.5
6.5
7.3
8.0
9.0
.5
.3
.2
.5
.5
.8
7.6
5.7
3.7
3.68.7 .5
.7
.2 16 .0
.0 13 .9 12 .4
.7
9.4 7.7
6.5 5.8 5.5 4.8 4.2
3.4 2.2
1.8 1.4
3.4
4.1
4.6
5.1
5.8
6.2
6.7
7.7
8.6
9.7
11.
13.
15.
17.
16.
15.
16.
17.
16.
13.
11.
9.7
7.6
5.9
7.4 9.3
11.
9 14.
1 16.
17.
17.
2 17.
18.
18.
18.
4 17.
17.
4 15.
9 14.
13.
13.
0 11.
10.
10.
10.
11.
11.
.7
.3
.7
.9
.4
.1
.7
.5
.6
.5
.5
.4
.6
.6
.6
9.0
7.5
6.7
6.35.7 6.5 7.5 8.6
9.9 11.
12.
9 14.
3 15.
6 16.
9 17.
8 18.
5 18.
19.
19.
19.
6 19.
1 15.
4 13.
13.
0 12.
8 13.
0 12.
12.
13.
13.
14.
13.
13.
12.
11.
10.
10.
9.6
9.5
9.3
9.1
8.3
7.8
6.2
5.7
5.6
5.3
5.4
5.46.9 7.2 7.0
6.9 7.3
7.2 8.2
8.2 8.8 7.8 7.4
7.0 6.5 6.2
6.2 6.0
5.8 5.8
5.8 6.7
6.1 5.2
1.3
1.6
2.3
2.6
3.0
3.4
3.6
4.2
5.2
6.1
7.2
8.2
8.3
8.5
8.7
9.2
9.3
9.2
8.2
7.8
8.1
7.4
6.96.5 8.6
10.
0 12.
0 14.
1 14.
4 13.
1 11.
5 10.
9.0 7.9
6.5 5.5
4.2 3.5 3.0 2.6 2.1 1.4
1.4
1.4 1.5
2.1
3.2
3.8
4.8
6.2
8.0
10.
12.
14.
16.
17.
17.
17.
14.
9.2
4.9
3.0
2.4
1.6
1.4 1.9 3.1
6.9 .6 13 .5
.9
.4
.5
.8
.8
.9
11.
9.5 7.8
6.6 5.8
5.6 5.2
2.4 1.4
1.4
6.1
9.2
9.2
8.8
9.2
10.
11.
12.
13.
14.
14.
13.
12.
11.
9.6
8.0
5.8
3.6
2.4
1.7
1.4
1.4
1.7 2.
3.
5.
7.
8.
9.
.2
.8 11.
0 11.
0 10
.9
.9
.8
.5
.4
.5 11.
9.
57.
11.
.5
11.
.4
9.8
9.4
8.9
8.8
9.0
9.4
9.1
9.0
8.4
7.4
6.2
4.7
3.0
2.0
1.5
1.4
1.5 2.1 2.8
4.8 6.3
7.2 8.0
8.6 8.9
9.1 8.7
7.9 7.9
8.4 9.3
.1 11.
4 12 .5 12 .0
8.2
5.0
9.5
.0
.3
.9
9.6
8.4
7.6
7.5
8.1
8.8
8.8
8.7
7.7
7.3
7.1
6.5
6.2
4.5
2.5
1.9
1.7
1.5 2.1
2.8 4.6
6.7 6.9
7.0 7.5
8.0 8.3
8.4 8.3
7.5 7.2
8.3 9.5
10.
12.
0 11.
8.9 5.0
1.6
2.1
3.8
7.7
11.
12.
11.
10.
9.3
8.5
7.6
7.6
8.3
8.6 8.5
8.3
7.7
7.1
7.1
8.1
6.3
4.1
2.3
1.5
2.0 2.7 4.2 7.3 8.1
8.3 8.5
8.8 8.8
8.8 8.8
8.2 8.5
9.6 10.
11.
8 12.
11.
8 10.
6.3 3.4
1.8 1.6
3.4
4.2
6.8
10.
14.
16.
16.
15.
15.
15.
14.
13.
13.
12.
11.
10.
9.2
7.9
6.1
4.4
2.9
2.1
1.6
2.3 3.4
4.6 6.1
7.3 8.5 9.5
.9
.6
.2
.8
.0
.0 17 .5
.6
.6
.4 17 .1 14 .4 13 .8
.5
.4
.2
12.
13.
14.
14.
15.
16.
17.
17.
17.
16.
16.
15.
15.
14.
13.
12.
11.1
8.9
7.5
5.7
4.1
3.5
2.5
4.5 5.9 7.6
10.
5 10.
9.8 9.6 9.6 9.7 9.3 9.3
8.7 8.2
7.7 7.3
7.3 6.9
6.6 6.1
5.3 4.4
3.8 3.3
1.8 2.7
3.3
4.3
5.0
5.4
5.6
5.8
6.0
6.2
6.8
7.8
8.4
8.7
9.0
9.4
8.8
8.4
8.4
9.8
8.3
5.5
4.7 6.6 7.9 9.3 9.1
8.4 8.4 8.8 9.0 9.0
8.5 8.6
7.8 6.8
6.3 6.1
5.9 5.7 5.4
4.8 4.1
2.8 1.9
1.9
2.8
4.1
5.2
5.8
6.3
6.4
6.8
7.3
7.4
8.2
8.7
9.0
9.1
9.3
8.8
8.3
8.1
7.7
7.3
7.3
3.6 4.0 4.5 5.5 8.3 9.1
9.7 10.
10.
3 10.
9.9 9.8 9.7
9.7 9.5 9.3 8.8
8.3 7.6
6.5 3.5 1.9
3.1
6.9
11.
12.
12.
12.
12.
12.
12.
11.
11.
11.
11.
11.
11.
9.6
6.0
3.3
2.5
1.9
E 2359000 E 2360000 E 2361000 E 2362000 E 2363000 E 2364000 E 2365000
E 2365000E 2364000E 2363000E 2362000
200 200 4000
SCALE IN FEET
N
E 2360000E 2359000 E 2361000
SHOAL 14
STA. 1126+00 TO 1158+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
XY=2359382.08, 345608.05
XY=2359303.08, 345763.13
XY=2359515.64, 345911.76
XY=2361297.77, 346819.52
XY=2361775.07, 346984.08
XY=2361886.87, 346984.92
XY=2362233.48, 347060.46
XY=2362192.63, 347140.66
DREDGE DISCHARGE LOCATIONS
FOR SHOAL 14
SPILLWAYS (PIPE
CORRODED BUT
FUNCTIONAL)
SPILLWAY (PIPE
JOINT SEPARATED
BUT USABLE)
DREDGE DISCHARGE LOCATIONS
FOR SHOAL 14
SPILLWAY (FULL OF SAND/
NON-FUNCTIONING)
SEVERE
EROSI
ON
BUT
TOP
WI
DTH
OF
4’ R
EMAI
NS
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-19
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 s
C
C
J u n e
SHEET 19 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 14 WAS 8 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
SAND
A
N D
S A
N D
1430+00
1440+00
12-051
6.54
11-071
5.51
12-042
3.30
12-041
-1.29
SLANN
ISLAND
SLANN
ISLAND
N O
R
I S
I V
E R
DAWHO
RIV
ER
W A
D M
A L
V
E R
WHITE
POINT
WHITE
POINT
WADMALAW
POINT
WADMALAW
POINT
MUD FLAT
MUD FLAT
FR-110
M
M
1458+00 1000R
1458+00 1200R
S A
N D
SLANN
ISLAND
MARSH
RI
VER
G-111
M
1480+00 1200R
S A
N D
S A
N D
1490+00 R
IV
E R
R-112
G-113
7.
7.
7.
7.
8.
8.
.1 28 .4
.6
.3
.3
.3
.9
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.8
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.1 26 .7
.6
.5
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.9
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.3
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.6
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.2
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.6
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.9
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.0
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.1 32 .1 32 .4
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.4
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.6
.6
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.1 28 .1 28 .0
.1
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.2
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.1 26 .3
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.0
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.6
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.0
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.0
.9
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.0
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.4
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.0
.0
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.5
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.6
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.1 21 .2
.7
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.9
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.1 13
.1
.1
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.1 29 .0
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.8
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.1 24 .6
.7
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.1 25 .1 25 .2
.9
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.9
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.1 22 .2
.8
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.1 21 .5
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.1
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.8
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.1 26 .1 26 .1 25 .6
.3
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.6
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.1 24 .1 23 .9
.9
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.1 22 .8
.7
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.1 22 .1 22 .1 20 .4
.1
.1
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.1 29 .2
.2
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.4
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.8
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.8
.8
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.1 29 .9
.0
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.0
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.4
.2
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.1 28 .3
.9
.2
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.5
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.5
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.8
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.5
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.7
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.0
.1 23 .0
.0
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.6
.6
.5
.6
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.6
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.2
.1
.1
.1
.0
.8
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.7
.0
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.8
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.9
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.1 30 .0
.1 30 .3
.3
.1 30 .1 30 .1 30 .4
.4
.6
.3
.4
.4
.2
.3
.2
.2
.9
.9
.9
.7
.5
.3
.5
.5
.5
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.5
.3
.0
.6
.1 27 .2
.3
.5
.6
.4
.0
.6
.2
.0
.8
.5
.3
.3
.3
.4
.1 24 .0
.9
.8
.4
.5
.4
.3
.1 23 .0
.8
E 2220000 E 2221000 E 2222000 E 2223000 E 2224000 E 2225000 E 2226000
E 2220000 E 2221000 E 2222000 E 2223000 E 2224000 E 2225000 E 2226000
200 200 4000
SCALE IN FEET
N
5.
11.
5.
5.
5.
5.
5.
6.
6.
5.
6.
7.
8.
9.
8.
8.
78.
48.
8.
7.
7.
7.
7.6
8.2
8.6
8.8
9.0
9.0
9.1
8.9
7.2
6.4
6.6
6.1
5.8
6.
6.
7.
7.
9.
9.
49.
9.
8.
88.
78.
8.
7.
7.
7.
7.
7.
7.
7.
8.
8.
9.
9.
9.
8.
8.
7.
7.
7.
7.
37.
7.
8.
9.
9.
9.
9.
9.
8.
8.
7.
7.
47.
7.
17.
7.2
7.5
7.8
8.1
8.4
8.8
9.2
9.2
9.8
9.8
9.3
8.3
7.9
7.4
7.0
6.6
7.
7.
8.
38.
9.
89.
9.
9.
8.
88.
8.
7.
7.
7.
7.
7.
8.
8.
8.
9.
9.
9.
9.
9.
8.
7.
7.
6.
7.
8.
8.
9.
9.
9.
9.
9.
29.
8.
7.
97.
7.
7.9
7.7
7.9
8.3
8.6
9.5
9.7
9.9
9.8
9.2
8.6
8.0
7.1
6.9
7.
8.
28.
9.
.0 9.
9.
9.
8.
7.
7.
7.
7.
7.0
7.3
7.5
7.9
8.7
9.3
9.7
9.8
9.7
9.7
8.9
8.1
7.6
7.1
8.
8.
9.
9.
.0 9.
9.
9.
18.
8.
7.
7.
07.
6.
6.
66.
6.
6.
6.
6.
7.
7.
8.
9.
9.
9.
9.
8.
8.
8.
8.
78.
9.
9.
9.
8.
8.
7.
6.
7.
6.
6.
5.
5.
6.
6.
6.
7.
7.
8.
9.
9.
9.
9.
8.
5.
5.
5.
5.
7.
7.
8.
9.
9.
9.
9.
9.
9.
8.
89.
6.
8.
9.
9.
9.
6.
89.2
8.6
8.0
7.1
6.9
7.
8.
28.
9.
9.
9.
8.7
9.3
9.7
9.8
9.7
9.7
8.9
8.1
7.6
7.1
8.
8.
9.
9.
9.
9.
9.
18.
8.
7.
7.
07.
6.
6.
6.
6.
7.
7.
8.
9.
9.
9.
8.
8.
8.
8.
78.
9.
9.
.3
.2 9.
8.
8.
7.
6.
7.
6.
6.
5.
5.
6.
6.
6.
7.
7.
8.
9.
9.
9.
9.
8.
5.
5.
5.
5.
7.
7.
8.
9.
9.
9.
9.
9.
9.
8.
8.
88.
9.
09.
39.
6.
8.
8.
9.
9.
9.
8.
8.
.49 .69 .8
.2
.37 .36 .05 .85 .75 .75 .7
.7
.6
.6
.4
.911
SHOAL 15
STA. 1466+00 TO 1486+00
REQUIRED DEPTH: 11’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
N O R T
H
E
D I S T
O
R I
V E R
O P
T
S P
O S
E
A
C P
F O R
S
H O
A L
XY=2220053.89, 287911.64
XY=2219971.85, 287948.65
XY=2220061.58, 288147.58
XY=2220289.59, 288187.61
XY=2221629.70, 289052.66
XY=2221580.89, 289128.27
XY=2223536.06, 288884.37
XY=2223200.99, 289394.33
XY=2224185.91, 290064.45
XY=2224520.98, 289594.49
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-20
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 P
(O
P
T E
R
J u n e
SHEET 20 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 15 WAS 24 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
MAPPING. SPOT ELEVATIONS SHOWN INSIDE DISPOSAL AREAS MAY HAVE
CHANGED DUE TO PLACEMENT OF DREDGED MATERIAL SINCE MARCH 2001.
NOTE: WHEN DISCHARGING INTO OPEN WATER
DISPOSAL AREA, END OF DISCHARGE PIPE SHALL
BE PLACED AT A MINIMUM OF 20.0-FT BELOW MEAN
LOWER LOW WATER. NO MATERIAL SHALL BE
DISCHARGED AT DEPTHS ABOVE 20.0 MLLW.
BRUSH
911R3
1.96
10-032
4.30
9-10R3
2.88
MARSH
MARSH
MARSH
WATTS
CUT
JEHOSSEE
ISLAND
G-139
BRUSH
BRUSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
N O
R
E E
K
M
1799+91.30 250L
M
1809+91.30 250L
M
M
1821+91.30 250L
1821+91.30 220L
DENSE TREES
MARSH
OPEN
P
IP
E
9-10R2
2.54
10-022
3.36
JEHOSSEE
ISLAND
MARSH
MARSH
MARSH
WATTS
CUT
G-141
FG-143
M 1874+91.29 600L
M
M
M
1867+15.90 600L
1859+25.45 400L
1859+25.45 350L
M 1835+98.25 220L
3.5 4.4
5.4
6.1
6.8
8.9
9.4
7.9
7.7
7.8
7.7 6.9 4.2
4.1
6.9
7.3
8.0
8.8
7.8
9.0
8.1
8.2
6.3
5.9
4.9
3.5
3.8
5.2 5.9 6.7 7.2
8.5
9.9 7.9
7.7
8.0
7.3 6.7
3.8
7.1
7.8
7.5 7.7
9.8
9.0
7.3
6.4
5.9
5.0
3.9
3.64.5 5.3
6.2
6.9 7.7 9.0
9.6 7.8
7.8
7.3 6.5 3.6
3.9
6.5 7.2
7.5
8.9 7.7
9.8
9.5
7.7
7.1
6.7
5.8
4.8
3.55.1
5.8
6.7
6.8
7.7
9.5
9.1
7.6
7.5 7.4
6.7 3.9
4.1
6.4
7.0 8.8
7.6
9.4
8.1
7.6
7.3
6.8
6.0
4.6
2.65.8
6.9 7.4 7.6
7.9
9.4
8.0 7.9
7.1 6.7 3.8
1.8
4.5
6.1
7.0
7.4
7.7
11.3
10.7
7.8
7.7
7.5
7.0
6.2
4.76.5 7.0
7.5
7.8
10.5
9.6 8.6 6.8 6.4 4.6
1.9
4.8
6.1
7.4
11.6
11.7
9.7
7.6
7.5
7.3
6.6
4.9
1.7
6.7
7.5 7.7
7.7
9.4
8.3
7.3 6.4 5.5
3.5
4.2
6.1
7.6
12.4
7.5
6.7
5.3
7.0
7.7
7.5
9.8
3.0
4.9
6.2
6.8
9.7
10.1
10.2
8.6
7.5
7.4
6.8
5.7
3.2 5.7
7.0 7.5
7.5 7.5
12.5
11.3 6.7
5.8 2.9 3.1
4.4
5.7
6.7
8.0
10.1
8.7
7.3
7.7
7.1
4.7
4.3
5.3 7.4
7.7 8.2
9.7 10.0
7.7
6.4 5.4
3.8
3.6
5.2
6.3
7.5
9.8
11.2
9.6
7.1
7.2
6.8
6.4
5.3
3.9 5.9 7.1
7.5
7.7
10.0
10.9
9.2 7.3
6.4 5.0
2.9
4.1
5.5
6.8
7.5
8.5
9.3
8.7
8.1
7.9
7.5
5.7
2.84.3 6.4
8.0
8.0 9.2
9.4
8.3 7.5
6.8
5.5
3.0
3.8
5.6
6.7
7.2
8.3
8.6
9.1
8.4
8.1
8.0
6.4
4.4
2.94.3 6.5
8.1 8.2 9.2
9.1 8.4
8.3 7.7
7.0 5.5
3.8
4.6
6.6
7.6
8.2
8.4
8.9
8.9
8.3
7.8
6.5
4.3
3.03.8 5.2
7.2
7.9
7.6 9.1
9.3
9.2 7.8
7.0 5.3
3.0
4.5
6.6
7.7
8.2
8.2
9.0
8.2
7.4
7.8
7.1
4.8
3.3
2.9 3.7
6.5
7.5
7.5
8.9
8.8
7.9 7.5
7.1 5.1
2.9
2.9
6.3
7.3
7.6
7.9
8.4
8.4
8.2
7.4
7.3
6.0
3.5
2.94.6 6.5 7.5
7.8 8.0
8.6
8.7
7.8 7.3 6.4 3.0
3.1
6.7
7.6
7.7
7.9
8.4
8.5
8.0
7.8
7.1
4.4
2.94.2
6.8
7.8
8.1
8.7
8.7
8.3 8.1
7.5
4.6 3.1
4.2
7.4
7.9
9.3
8.7
8.8
8.3
8.1 7.7
6.8
4.2
2.94.7
7.0
8.0
8.4
8.5 8.8
9.1 8.4
7.6
5.8 3.1
4.5
7.2
7.9
8.8
8.5
8.7
8.1
8.0
7.1
5.3
3.0 4.9
6.8
7.7
8.1
8.2
8.7
8.4
7.9
7.4
6.5 3.2
3.0 4.3 6.6 7.7 8.0
8.1 8.3 8.3 7.7 7.3 6.2
3.6
3.0
5.7
6.7
7.4
8.5
8.4
7.9
7.8
7.1
4.6
2.9 4.8
6.9
7.6
7.8 7.9
8.6 8.6
7.7 7.3 6.1
2.9
5.2
6.6
7.3
8.1
7.5
8.5
7.7
7.5
6.8 3.1
5.8 7.1
7.6 7.9
8.4
8.5
7.8
6.8 5.5
4.0
5.8
7.0
7.8
7.9
7.4
7.5
7.5
7.4
6.5
3.4 6.1 7.4
7.5 7.6
7.4 7.5 7.8
7.4
6.8
6.1
4.1
3.0
5.5
6.5
6.9
7.5
7.7
7.1
7.3
7.1
6.7
4.5 6.3
7.1 7.4
7.4
7.6
7.8 7.4
6.6
6.1
4.1
3.0
5.5
6.5
6.9
7.5
7.7
7.1
7.3
7.1
6.7
4.5 6.3
7.1 7.4
7.4
7.6
7.8 7.4
6.6 6.4
4.82.9
4.3 6.1
6.7
7.0
7.5
7.5
7.4
7.1
7.1
6.6
5.5 6.9
7.3
7.3
7.5
7.4
7.4 6.7
5.7 3.5
2.9
4.1
6.2
6.8 7.1
7.3
7.3
7.0
7.2
6.9
5.5
4.3
6.3
7.0
7.4
7.1
7.3
7.3
7.2
6.6
4.16.3
7.2
7.2
7.3
7.7 7.5
7.2 7.0
6.3 4.3
3.0
4.1
5.7
6.9
7.2
7.4
7.4
7.3
7.2
7.0 6.6
4.6
7.1
7.3
7.3 7.3 7.6 7.2 6.7
6.4 4.3 3.0
2.8
4.1
6.3
7.1
7.8
7.0
7.1
7.4
7.3 7.0
6.3
4.0 4.2
6.4
7.1
7.4
7.4
7.8
7.4
7.3 6.4
3.4 3.0
3.9
5.2
7.3
7.4
7.5
7.0
7.5
7.3 6.9
6.3
3.3 5.6
6.9
7.4 7.5
7.8
7.5
8.0
7.5 6.8 4.52.9
3.1
6.2
7.5
7.7
7.9
8.4
8.1
7.7
7.1
6.3
4.0
7.0 7.3 7.7
8.0
7.8
8.0
7.7 6.3 3.9 2.9
2.8
4.8
7.0
7.7
8.1
9.7
8.1 7.8
7.5
7.4
6.8
5.9
2.7 4.9
6.4 7.0
7.6
7.9
8.1
8.8
7.9 7.9
3.2
3.5
5.8
7.8
8.3
8.5
8.9
8.2
7.8
7.2
6.4
4.6
2.65.2
6.3
7.3
7.9
8.6 8.9 8.9
8.5
8.1 6.6
3.6 3.2
6.2
7.9
8.6
8.9
9.4
9.4
8.2
7.7
7.2
6.5
5.36.5
7.5
8.5 8.7
10.1 9.7
9.4 8.7
7.8 5.7
5.8
8.5
9.5
9.9
10.4
10.6
10.4
9.5
8.7
7.8
7.2 2.66.5
8.5
9.5 10.6
12.3
12.0
11.2 7.7
6.0
11.3
14.9
16.5
16.2
15.1
13.7
11.4
8.5
4.2
2.6
10.1
15.7
17.9
21.3
19.9
18.7
16.1
10.7
6.4
3.4
2.5
2.5
3.6 6.5 9.2 15.1 20.9
23.2
22.9
22.2
16.8 9.1
3.0
12.3
21.6
23.1
24.0
24.0
21.3
15.9
9.2
2.3 2.3
2.3
2.4 5.1
6.3 9.7 15.8 21.0
24.9 25.0 24.2 22.7 19.6 10.1 5.8 2.5
7.2
8.5
.9
.1
.6
.2
.8
.1
.6
.3
8.3
5.0
3.5 4.4
5.4
6.1
6.8
8.9
9.4
7.9
7.7
7.8
7.7 6.9 4.2
4.1
6.9
7.3
8.0
8.8
7.8
9.0
8.1
8.2
6.3
5.9
4.9
3.5
3.8
5.2 5.9 6.7 7.2
8.5
9.9 7.9
7.7
8.0
7.3 6.7
3.8
7.1
7.8
7.5 7.7
9.8
9.0
7.3
6.4
5.9
5.0
3.9
3.64.5 5.3
6.2
6.9 7.7 9.0
9.6 7.8
7.8
7.3 6.5 3.6
3.9
6.5 7.2
7.5
8.9 7.7
9.8
9.5
7.7
7.1
6.7
5.8
4.8
3.55.1
5.8
6.7
6.8
7.7
9.5
9.1
7.6
7.5 7.4
6.7 3.9
4.1
6.4
7.0 8.8
7.6
9.4
8.1
7.6
7.3
6.8
6.0
4.6
2.65.8
6.9 7.4 7.6
7.9
9.4
8.0 7.9
7.1 6.7 3.8
1.8
4.5
6.1
7.0
7.4
7.7
11.3
10.7
7.8
7.7
7.5
7.0
6.2
4.76.5 7.0
7.5
9.6 8.6 6.8 6.4 4.6
1.9
4.8
6.1
7.4
11.6
11.7
9.7
7.6
7.5
7.3
6.6
4.9
1.7
6.7
7.5 7.7
7.7
9.4
8.3
7.3 6.4 5.5
3.5
4.2
6.1
12.4
7.5
6.7
5.3
7.0
7.7
7.5
3.0
4.9
6.2
6.8
9.7
10.1
10.2
8.6
7.5
7.4
6.8
5.7
3.2 5.7
7.0 7.5
7.5 7.5
12.5
6.7
5.8 2.9 3.1
4.4
5.7
6.7
8.0
10.1
8.7
7.3
7.7
7.1
4.7
4.3
5.3 7.4
7.7 8.2
9.7 10.0
7.7
6.4 5.4
3.8
3.6
5.2
6.3
7.5
9.8
11.2
9.6
7.1
7.2
6.8
6.4
5.3
3.9 5.9 7.1
7.5
7.7
10.0
10.9
7.3
6.4 5.0
2.9
4.1
5.5
6.8
7.5
8.5
9.3
8.7
8.1
7.9
7.5
5.7
2.84.3 6.4
8.0
8.0 9.2
9.4
8.3 7.5
6.8
5.5
3.0
3.8
5.6
6.7
7.2
8.3
8.6
9.1
8.4
8.1
8.0
6.4
4.4
2.94.3 6.5
8.1 8.2 9.2
9.1 8.4
8.3 7.7
7.0 5.5
3.8
4.6
6.6
7.6
8.2
8.4
8.9
8.9
8.3
7.8
6.5
4.3
3.03.8 5.2
7.2
7.9
7.6 9.1
9.3
9.2 7.8
7.0 5.3
3.0
4.5
6.6
7.7
8.2
8.2
9.0
8.2
7.4
7.8
7.1
4.8
3.3
2.9 3.7
6.5
7.5
7.5
8.9
8.8
7.9 7.5
7.1 5.1
2.9
2.9
6.3
7.3
7.6
7.9
8.4
8.4
8.2
7.4
7.3
6.0
3.5
2.94.6 6.5 7.5
7.8 8.0
8.6
8.7
7.8 7.3 6.4 3.0
3.1
6.7
7.6
7.7
7.9
8.4
8.5
8.0
7.8
7.1
4.4
2.94.2
6.8
7.8
8.1
8.7
8.7
8.3 8.1
7.5
4.6 3.1
4.2
7.4
7.9
9.3
8.7
8.8
8.3
8.1 7.7
6.8
4.2
2.94.7
7.0
8.0
8.4
8.5 8.8
9.1 8.4
7.6
5.8 3.1
4.5
7.2
7.9
8.8
8.5
8.7
8.1
8.0
7.1
5.3
3.0 4.9
6.8
7.7
8.1
8.2
8.7
8.4
7.9
7.4
6.5 3.2
3.0 4.3 6.6 7.7 8.0
8.1 8.3 8.3 7.7 7.3 6.2
3.6
3.0
5.7
6.7
7.4
8.5
8.4
7.9
7.8
7.1
4.6
2.9 4.8
6.9
7.6
7.8 7.9
8.6 8.6
7.7 7.3 6.1
2.9
5.2
6.6
7.3
8.1
7.5
8.5
7.7
7.5
6.8 3.1
5.8 7.1
7.6 7.9
8.4
8.5
7.8
6.8 5.5
4.0
5.8
7.0
7.8
7.9
7.4
7.5
7.5
7.4
6.5
3.4 6.1 7.4
7.5 7.6
7.4 7.5 7.8
7.4
6.8
6.1
4.1
3.0
5.5
6.5
6.9
7.5
7.7
7.1
7.3
7.1
6.7
4.5 6.3
7.1 7.4
7.4
7.6
7.8 7.4
6.6
6.1
4.1
3.0
5.5
6.5
6.9
7.5
7.7
7.1
7.3
7.1
6.7
4.5 6.3
7.1 7.4
7.4
7.6
7.8 7.4
6.6 6.4
4.82.9
4.3 6.1
6.7
7.0
7.5
7.5
7.4
7.1
7.1
6.6
5.5 6.9
7.3
7.3
7.5
7.4
7.4 6.7
5.7 3.5
2.9
4.1
6.2
6.8 7.1
7.3
7.3
7.0
7.2
6.9
5.5
4.3
6.3
7.0
7.4
7.1
7.3
7.3
7.2
6.6
4.16.3
7.2
7.2
7.3
7.7 7.5
7.2 7.0
6.3 4.3
3.0
4.1
5.7
6.9
7.2
7.4
7.4
7.3
7.2
7.0 6.6
4.6
7.1
7.3
7.3 7.3 7.6 7.2 6.7
6.4 4.3 3.0
2.8
4.1
6.3
7.1
7.8
7.0
7.1
7.4
7.3 7.0
6.3
4.0 4.2
6.4
7.1
7.4
7.4
7.8
7.4
7.3 6.4
3.4 3.0
3.9
5.2
7.3
7.4
7.5
7.0
7.5
7.3 6.9
6.3
3.3 5.6
6.9
7.4 7.5
7.8
7.5
8.0
7.5 6.8 4.52.9
3.1
6.2
7.5
7.7
7.9
8.4
8.1
7.7
7.1
6.3
4.0
7.0 7.3 7.7
8.0
7.8
8.0
7.7 6.3 3.9 2.9
2.8
4.8
7.0
7.7
8.1
9.7
8.1 7.8
7.5
7.4
6.8
5.9
2.7 4.9
6.4 7.0
7.6
7.9
8.1
8.8
7.9 7.9
3.2
3.5
5.8
7.8
8.3
8.5
8.9
8.2
7.8
7.2
6.4
4.6
2.65.2
6.3
7.3
7.9
8.6 8.9 8.9
8.5
8.1 6.6
3.6 3.2
6.2
7.9
8.6
8.9
9.4
9.4
8.2
7.7
7.2
6.5
5.36.5
7.5
8.5 8.7
10.1 9.7
9.4 8.7
7.8 5.7
5.8
8.5
9.5
9.9
10.4
10.6
10.4
9.5
8.7
7.8
7.2 2.66.5
8.5
9.5 10.6
12.0
11.2 7.7
6.0
11.3
14.9
16.5
16.2
15.1
13.7
11.4
8.5
4.2
2.6
10.1
15.7
17.9
21.3
19.9
18.7
16.1
10.7
6.4
3.4
2.5
2.5
3.6 6.5 9.2 15.1 20.9
23.2
22.9
22.2
16.8 9.1
3.0
12.3
21.6
23.1
24.0
24.0
21.3
15.9
9.2
5.9
2.3 2.3
2.3
2.4 5.1
6.3 9.7 15.8 21.0
24.9 25.0 24.2 22.7 19.6 10.1 5.8 2.5
7.2
8.5
.9
.1
.6
.2
.8
.1
.6
.3
8.3
5.0
E 2190000 E 2191000 E 2192000 E 2193000 E 2194000 E 2195000 E 2196000
E 2195000 E 2196000E 2193000 E 2194000E 2191000 E 2192000E 2190000
200 200 4000
SCALE IN FEET
N
SHOAL 17
STA. 1754+00 TO 1854+00
REQUIRED DEPTH: 12’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
(CONTINUED FROM PREVIOUS SHEET)
DISPOSAL
AREA
1789 C-P
DISPOSAL
AREA
1820 C-P
DISPOSAL
AREA
1835 C-P
SPILLWAY
SPILLWAY
SPILLWAY
SPILLWAY
XY=2189312.45, 285277.03
XY=2189440.78, 285364.35
XY=2189281.81, 285422.91
PIPE
PIPE
SPILLWAYS
DREDGE DISCHARGE LOCATION
FOR SHOAL 17
DREDGE DISCHARGE LOCATIONS
FOR SHOAL 17
DREDGE DISCHARGE LOCATION
FOR SHOAL 17
SANDBAG LOW SPOT IN DIKE AS NECESSARY
TO CONTAIN ALL DREDGED MATERIAL
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-23
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 s
C P
C P
C P
J u n e
SHEET 23 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 17 WAS 24 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
9-04R3
2.80
9RO3
2.99
R-156
RACCOON
ISLAND
MARSH
MARSH MARSH
MARSH
MARSH
MARSH
MARSH
SOUTH
EDI
STO
R I V
E R
R-154
M
2064+01.04 900L
M2070+91.32 900L
M
2077+85.61 900L
M
2092+91.32 900L
M 2107+91.32 900L
A L
L I G
A T
E E
K
8.7
8.8
9.9
.5
11.
.3
.3
.3
.9
.0
.2
.1
.9
19.
18.
17.
17.
15.
13.
11.6
9.3
8.0
7.5 7.3
8.3 8.7
9.9
9.3
10.
10.
10.
12.
12.
13.
15.
16.
17.
17.
15.
14.
13.
12.
12.
9.5 9.0
8.9 9.8
9.2 9.3 8.7
17.
15.
15.
14.
12.
11.1
10.
8.9 9.3
8.8 9.4
17.
16.
15.
14.
13.
11.5
8.2
7.8 7.3 6.7 7.0 9.0 8.3
16.
14.
11.7
9.6 10.
9.6
7.9 7.3
6.7
7.4 8.1
8.2
9.1
8.8
8.3
9.0
8.7
9.0
10.
9.9
11.
12.
14.
15.
13.
12.
10.
10.
9.3
9.6
9.8 9.6 8.9 8.8 9.2 8.5
9.6
9.5
9.6
9.9
9.8
9.6
9.8
.5
.6
.4
.9
.6
.9
15.
13.
13.
11.
11.
10.
10.
7 10.
10.
10.
10.
10.
10.
SHOAL 18
STA. 2076+00 TO 2086+00
REQUIRED DEPTH: 12’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
N
200 200 4000
SCALE IN FEET
E 2183000 E 2184000 E 2185000 E 2186000 E 2187000 E 2188000 E 2189000
E 2188000 E 2189000E 2186000 E 2187000E 2184000 E 2185000E 2183000
XY=2185902.07, 265428.41
XY=2185864.59, 265510.23
XY=2186811.22, 265844.88
XY=2186773.74, 265926.70
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-24
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
J u n e
SHEET 24 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 18 WAS 24 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
MAPPING. SPOT ELEVATIONS SHOWN INSIDE DISPOSAL AREAS MAY HAVE
6. USE DISPOSAL AREA 2160 C-P (SEE SHEET 25) FOR SHOAL 18.
PIPE
2160+00
9-04R2
6.82
9-03R1
10.70
MARSH
MARSH
MARSH
MARSH
MARSH
A L
L I G
A T
E E
K
FENWICK
ISLAND
S O
U T
H
E D
IS
T O
RIVER
M
M
2163+04.19 1500R
2168+91.33 1500R
E 2177000 E 2178000 E 2179000 E 2180000 E 2181000 E 2182000 E 2183000
E 2182000 E 2183000E 2180000 E 2181000E 2178000 E 2179000E 2177000
200 200 4000
SCALE IN FEET
N
DISPOSAL
AREA
2160 C-P
SPILLWAY
DREDGE DISCHARGE LOCATION
FOR SHOAL 18
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-25
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 P
J u n e
SHEET 25 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
8-082
3.94
8-072
4.45
FENWICK
ISLAND
FENWICK
ISLAND
HUTCHINSON
ISLAND
HUTCHINSON
ISLAND
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
MARSH
ASHEPOO
RI
VER
Q R-166
M
2299+91.35 640L
M
M
2321+91.36 640L
2312+07.04 640L
M
M
M 2350+51.69 640L
2341+91.36 640L
2332+70.65 640L
A S
H E P
E R
MARSH
MARSH
C O
O S
U
T O F F
M
2356+91.36 400R
E 2170000 E 2171000 E 2172000 E 2173000 E 2174000 E 2175000 E 2176000
7.4
7.9
10.4
11.4
13.6
15.3
16.5
17.0
17.6
18.6
18.8
19.3
19.0
18.6
16.9
14.7
11.8
8.9
7.0 6.0 4.5
3.5
4.5
5.9
7.6
8.6
9.9
11.9
14.3
16.3
17.6
18.7
19.8
20.6 20.7
18.5
17.4
15.9
14.3
10.1 8.1
6.4
5.0 4.2 3.3
2.0
1.9
3.3
4.3
5.5
6.4
7.6
8.9
10.8
13.5
15.4
16.5
17.6
18.8
18.2 17.9 17.4 17.0 14.7 13.3 11.0 9.0
7.5 6.3
5.1
4.1
2.9
2.01.1
1.6
2.4
3.4
4.7
5.8
6.8
8.1
9.5
12.7
14.7
15.5
17.9
19.2
19.9 19.3 17.2 16.4 14.8 12.6 10.4 8.3 7.4 6.2 4.7
3.5 2.5 1.5
1.1
1.1
2.5
3.3
4.9
5.5
6.0
8.2
11.5
13.5
15.2
15.9
18.3
19.4 19.2
17.1
16.2 14.7 12.5 10.7 7.5
8.0
5.5
4.0
3.2 2.6
1.6 0.0
2.5
3.4
4.4
4.8
4.9
6.7
10.4
12.7
14.4
16.5
16.5
18.7
18.1 19.2 18.0 18.3 16.4 14.2 12.4 9.4 7.5 5.4
5.3
4.1 3.2
2.32.5
2.4
3.5
13.0
15.3
16.6
19.6
20.4
21.4
21.1
20.3
18.8
12.2 10.5
9.1
7.4
5.3
4.7
2.3
2.9
3.8
4.9
6.1
7.9
9.0
11.4
12.7
14.8
15.7
17.8
17.5
18.7
1.2
1.9
2.6
3.8
5.7
5.5
7.5
8.7
9.8
12.0
13.9
15.1
14.8
17.3
18.3
18.2
17.2
16.4
13.9
13.0
13.8
13.2
11.2
9.7
8.3
6.3
4.4
3.2
2.5
0.5
6.3
8.3 9.5
10.4
13.1
14.9 15.9
16.6
17.5
17.0
16.2
13.0
6.0
4.0
3.1
1.8
0.5 1.3 2.3 3.6 5.0
7.0
8.7 10.4 11.6 12.6 14.7 15.7 17.7
17.9 16.1
15.4
15.0
15.2
15.2
13.4
11.7
9.5
6.1
5.0
3.7
2.2
0.7
2.4
4.0
5.6
8.0 10.5 12.8 14.2 16.1 17.0 19.8
19.2
17.4
16.6
17.3
16.3
13.7
10.6
8.2
6.2
4.4
2.9
1.4
17.2
13.8
11.7
9.8
7.7
5.8
4.3
2.8
1.3
22.0
19.3
16.4
13.1
10.8
10.6
8.6
7.0
5.5
4.1
2.7
0.4
17.5
17.7
16.6
14.9
12.5
10.8
9.0
8.0
6.5
5.5
3.9
2.1
0.3
18.9
15.9
12.9
11.8
11.8
10.6
9.3
8.0
6.7
5.4
3.9
2.3
0.4
17.6
15.3
12.9
11.2
11.0
10.4
10.2
9.1
7.9
6.8
5.2
3.5
1.5 0.3
3.4
6.9
8.0
9.0 10.0
10.9 11.0 12.7 13.2
12.0 13.4
13.9
12.9
13.1
13.3
12.6
12.0
12.5
11.5
10.6
9.6
8.7
7.9
6.2
4.47.8 8.8
9.9
10.8 11.6
12.3 12.3 13.2 13.0
14.0 13.9 13.2
7.4
7.9
10.4
11.4
13.6
15.3
16.5
17.0
17.6
18.6
19.3
18.6
16.9
14.7
11.8
8.9
7.0 6.0 4.5
3.5
4.5
5.9
7.6
8.6
9.9
11.9
14.3
16.3
17.6
18.7
19.8
20.6 20.7
18.5
17.4
15.9
14.3
10.1 8.1
6.4
5.0 4.2 3.3
2.0
1.9
3.3
4.3
5.5
6.4
7.6
8.9
10.8
13.5
15.4
16.5
17.6
18.8
18.2 17.9 17.4 17.0 14.7 13.3 11.0 9.0
7.5 6.3
5.1
4.1
2.9
2.01.1
1.6
2.4
3.4
4.7
5.8
6.8
8.1
9.5
12.7
14.7
15.5
17.9
19.2
19.9 19.3 17.2 16.4 14.8 12.6 10.4 8.3 7.4 6.2 4.7
3.5 2.5 1.5
1.1
1.1
2.5
3.3
4.9
5.5
6.0
8.2
11.5
13.5
15.2
15.9
18.3
19.4 19.2
17.1
16.2 14.7 12.5 10.7 7.5
8.0
5.5
4.0
3.2 2.6
1.6 0.0
2.5
3.4
4.4
4.8
4.9
6.7
10.4
12.7
14.4
16.5
16.5
18.7
18.1 19.2 18.0 18.3 16.4 14.2 12.4 9.4 7.5 5.4
5.3
4.1 3.2
2.32.5
2.4
3.5
13.0
15.3
16.6
19.6
20.4
21.4
21.1
20.3
18.8
12.2 10.5
9.1
7.4
5.3
4.7
2.3
2.9
3.8
4.9
6.1
7.9
9.0
11.4
12.7
14.8
15.7
17.8
17.5
18.7
1.2
1.9
2.6
3.8
5.7
5.5
7.5
8.7
9.8
12.0
13.9
15.1
14.8
17.3
18.3
18.2
17.2
16.4
13.9
13.0
13.8
13.2
11.2
9.7
8.3
6.3
4.4
3.2
2.5
0.5
6.3
8.3 9.5
10.4
13.1
14.9 15.9
16.6
17.5
17.0
16.2
13.0
6.0
4.0
3.1
1.8
0.5 1.3 2.3 3.6 5.0
7.0
8.7 10.4 11.6 12.6 14.7 15.7 17.7
17.9 16.1
15.4
15.0
15.2
15.2
13.4
11.7
9.5
6.1
5.0
3.7
2.2
0.7
2.4
4.0
5.6
8.0 10.5 12.8 14.2 16.1 17.0 19.8
19.2
17.4
16.6
17.3
16.3
13.7
10.6
8.2
6.2
4.4
2.9
1.4
17.2
13.8
11.7
9.8
7.7
5.8
4.3
2.8
1.3
22.0
19.3
16.4
13.1
10.8
10.6
8.6
7.0
5.5
4.1
2.7
0.4
17.5
17.7
16.6
14.9
12.5
10.8
9.0
8.0
6.5
5.5
3.9
2.1
0.3
18.9
15.9
12.9
11.8
11.8
10.6
9.3
8.0
6.7
5.4
3.9
2.3
0.4
17.6
15.3
12.9
11.2
11.0
10.4
10.2
9.1
7.9
6.8
5.2
3.5
1.5 0.3
3.4
6.9
8.0
9.0 10.0
10.9 11.0 12.7 13.2
12.0 13.4
13.9
12.9
13.1
13.3
12.6
12.0
12.5
11.5
10.6
9.6
8.7
7.9
6.2
4.4
8.8
9.9
10.8 11.6
12.3 12.3 13.2 13.0
14.0 13.9 13.2
7.8
E 2173000 E 2174000 E 2175000 E 2176000E 2171000 E 2172000E 2170000
200 200 4000
SCALE IN FEET
N
SHOAL 19
STA. 2314+00 TO 2342+00
REQUIRED DEPTH: 12’ MLLW
PLUS 1’ ALLOWABLE OVERDEPTH
XY=2171786.47, 254763.31
XY=2171801.20, 254852.10
XY=2173174.61, 254533.15
XY=2173362.03, 254660.62
XY=2174558.56, 254797.50
XY=2174541.67, 254885.90
XY=2172984.10, 254655.98
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-26
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
J u n e
SHEET 26 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 19 WAS 24 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
MAPPING. SPOT ELEVATIONS SHOWN INSIDE DISPOSAL AREAS MAY HAVE
6. USE DISPOSAL AREA 2461 C-P (SEE SHEET 27) FOR SHOAL 19.
8-052
3.98
8-053
2.92
HUTCHINSON
ISLAND
HUTCHINSON
ISLAND
ASHE
ISLAND
ASHE
ISLAND
MARSH
MARSH
MARSH
MARSH
MARSH
ROCK
C R
E E
K
R-172
FG-173
M
2431+91.38 400R
M
2448+91.38 600L
RW Bn
P
IP
E
8-03
4.41
A S
H E P
O S
U
T O F F
ASHE
ISLAND
ASHE
ISLAND
BEET
ISLAND
HUTCHINSON
ISLAND
HUTCHINSON
ISLAND
MARSH
MARSH
MARSH
MARSH
MARSH
C R E E
K
FG-177
M2499+02 371R
M
2494+30.43 577.14L
P
IP
E
P
IP
E
8-042
14.84
ASHE
ISLAND
ASHE
ISLAND
MARSH
MARSH
MARSH
R O
C K
CREEK
R-176
M
2462+99.19 BACK = 2463+07.81 AHEAD 500L
M
2516+04 251 L
RW Bn
A S
H E P
O S
A W
C U
T O F F
E 2159000 E 2160000 E 2161000 E 2162000 E 2163000 E 2164000 E 2165000
E 2165000E 2164000E 2162000 E 2163000E 2160000 E 2161000E 2159000
200 200 4000
SCALE IN FEET
N
DISPOSAL
AREA
2461 C-P
DISPOSAL
AREA
2461 C-P
DISPOSAL
AREA
2508 C-P
SPILLWAY
SPILLWAY
DREDGE DISCHARGE LOCATION
FOR SHOAL 19
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-27
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 s
C P
C P
J u n e
SHEET 27 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
STATION
W/OFFSET
USC&GS "MIDDLE"
COE "RICE"
1512+00N 200R
1512+00N 175L
1497+25.17N 175L
1497+25.17N 160L
2,533,543.93 524,615.05
2,532,119.99
2,531,927.07
2,531,674.50
2,530,577.82
2,530,588.52
523,646.37
522,797.44
523,074.50
522,074.69
522,064.11
2,528,413.22 501,649.99
2,528,813.11
2,528,842.63
2,528,802.51
2,528,401.46
2,528,316.18
501,657.68
500,117.86
500,123.04
500,175.25
499,876.36
1270+89.47N 200R
1286+00N 200L
1286+00N 200R
1270+89.47N 160R
1270+89.47N 240L
1267+06.97N 240L
1267+06.97N 200R
1267+06.97N 160R
2,528,721.19
2,528,684.35
499,692.31
499,709.05
1242+00N 200R
1242+00N 240L
1252+00N BACK=1252+17.50N AHEAD 240L
1252+00N BACK=1252+17.50N AHEAD 200R
2,527,525.26
2,527,894.41
498,655.94
498,416.72
2,527,350.68
2,526,981.48
497,577.78
497,816.88
2,526,220.26 496,642.31
2,526,589.37
2,525,626.04
2,525,025.92
2,524,909.11
2,524,843.62
496,402.92
494,732.80
495,093.72
493,239.25
493,275.72
1208+63.98N 300R
1228+00N 240L
1228+00N 200R
1192+00N 400R
1208+63.98N 400L
1192+00N 325R
1192+00N 400L 2,524,210.21 493,628.24
2,524,139.52 493,501.131190+41.43N 400L
1180+61.35N 400R
1180+61.35N 325R
2,524,256.90
2,524,199.40
492,208.72
492,257.82
2,522,677.47 492,001.811168+00N 500L
2,520,744.75 490,750.34
2,519,862.99
2,518,366.12
2,518,445.12
2,518,317.01
2,518,131.88
490,814.21
491,283.27
490,887.12
490,841.83
491,200.59
1120+30.93N 200L
1144+00N 350R
1120+30.93N 200R
2,517,578.60 490,199.71
2,517,495.09 490,263.171107+42.34N 200R
1091+78.22N 200L
1091+78.22N 200R
2,516,626.83
2,516,980.50
489,016.42
488,817.35
2,516,945.14 488,837.26
1134+93.57N 350R
1118+38.71N 200R
1118+38.71N 200L
1107+42.34N 300R
1091+78.22N 160R
1076+64.37N 200R
1076+64.37N 200L
1076+64.37N 160L
2,516,044.31
2,515,650.38
2,515,689.77
487,667.43
487,817.01
487,802.06
2,473,441.32
2,472,077.81
456,953.34
456,637.11
516+00N 300L
502+00N 300L
496+20.39N 320L
2,472,213.32
2,471,458.42
2,471,711.24
456,052.71
456,514.05
455,895.20
2,470,458.79 455,904.13
532+00N 300L 2,474,999.66 457,314.86
502+00N 300R
496+20.39N 340R
485+00N 320L
2,470,802.52 455,340.79
2,469,522.30
2,469,178.53
454,559.61
455,122.93
470+00N 340R
470+00N 320L
485+00N 340R
2,468,241.57 453,778.73455+00N 339.60R
2,467,872.05 454,384.37
2,466,961.62
2,466,591.91
452,997.13
453,603.18
440+00N 340R
440+00N 370L
455+00N 370L
420+00N 320L 2,464,910.77 452,519.06
2,465,254.32 451,955.66
2,464,244.66
2,462,892.19
451,433.39
450,984.85
420+00N 340R
2,462,709.70 451,535.30
408+95.56N 260R
395+00.74N 260R
395+00.74N 320L
380+03.00N BACK = 380+00N AHEAD 230R
380+03.00N BACK = 380+00N AHEAD 260R
2,461,474.89
2,461,486.46
450,546.57
450,518.85
378+01.58N 230R
378+01.58N 260R
2,461,333.57
2,461,350.09
450,475.81
450,450.48
2,460,424.87 449,729.69
2,460,443.88
2,459,635.28
449,706.54
449,171.80
366+00N 230R
2,459,657.77 449,138.52
356+50.58N 160R
356+50.58N 200R
2,458,722.83
2,458,742.64
448,626.71
448,591.95
366+00N 260R
346+00N 240R
346+00N 200R
2,450,546.65 443,565.78
2,449,514.27
2,449,023.47
442,830.06
443,480.35
2,448,933.53 442,391.30
2,448,341.46 442,174.40
236+00N 365R
236+00N 450L
249+18.95N 400R
229+26.23N 365R
223+50N 365R
223+50N 500L 2,448,044.02 442,986.55
212+11.29N 365R
212+11.29N 500L
2,447,231.15
2,447,031.27
441,767.84
442,615.37
2,446,466.09 442,551.56
2,446,413.60
2,445,592.45
442,569.80
442,643.14
2,445,354.82 441,958.27
2,443,878.54 442,470.48
203+00N 500L
195+00N 300L
204+69.07N 500L
2,444,035.72 443,183.20
176+76.42N 425R 2,443,767.95
2,443,283.76
442,481.65
442,568.56
195+00N 425R
178+87.16N 425R
178+87.16N 300L
171+00N 275R
152+00N 190L
152+00N 275R
2,441,450.14 441,996.77
441,626.52
132+00N 275R
132+00N 190L
2,440,320.23
2,439,997.10
440,257.88
440,592.18
2,441,736.07
2,434,001.64 433,909.2442+00N 250R
42+00N 300L 2,433,567.37 434,246.72
EAST (X) NORTHING (Y)
NAD 83
2,409,272.95
2,407,769.66
396,540.20
395,208.80
2,409,646.72 396,143.27
2,408,177.73 394,842.27
2,407,671.89 394,130.94
2,407,148.15 394,377.97
441+71.33S 270L
441+71.33S 300R
412+33.28S 270L
412+33.28S 275R
432+18.33S 275R
432+18.33S 270L
441+71.33S 160R 2,407,276.85 394,317.27
2,406,788.35 393,043.40455+00S 300R
2,403,938.85
2,402,878.28
390,221.01
388,772.95
2,404,255.56 389,711.47
2,402,823.49 388,821.36
500+00S 300L
500+00S 300R
517+76.63S 370L
517+76.63S 300L
517+76.63S 300R 2,402,353.91 389,235.81
522+00S 300R
522+00S 370L
2,402,138.98
2,402,747.45
388,769.57
388,489.20
2,406,965.39
2,405,127.89
391,395.69
390,959.99
2,406,447.77 391,780.32
2,405,444.72 390,450.51
469+27.50S 300R
469+27.50S 300L
486+00S 300R
486+00S 300L
2,400,925.39
2,400,370.03
386,136.09
384,930.92
2,401,469.42 387,316.73
2,400,934.60 384,555.26
538+00S 300R
551+00S 300R
564+73.17S 300R
564+73.17S 370L
2,399,445.86 384,042.04
578+00S 300L 2,399,946.88 383,582.32
578+00S 380R
2,392,081.64
2,390,829.65
375,582.19
374,151.00
2,392,895.53 376,595.67
690+00S 400R
709+00S 480R
677+00S 400R
709+00S 400R 2,390,892.01 374,100.93
722+00S 480R 2,390,015.65 373,137.55
2,389,809.54 371,507.67
2,390,435.65 372,287.22726+00S 380L
736+00S 380L
2,365,696.57 348,538.27
2,365,433.35 349,055.05
2,363,918.65 348,283.53
2,364,181.83 347,766.75
1088+00S 280R
1105+00S 280R
1105+00S 300L
1117+00S 300L 2,363,112.70 347,222.22
1088+00S 300L
1117+00S 280R 2,362,849.50 347,739.02
1132+00S 280R
1132+00S 350R
2,361,512.94
2,361,481.16
347,058.15
347,120.53
2,361,776.17 346,541.40
2,360,350.57 345,815.17
2,360,055.56 346,394.29
2,359,014.11 345,134.36
1148+00S 300L
1148+00S 350R
1163+00S 300L
1132+00S 300L
STATION
W/OFFSET
USC&GS "MIDDLE"
EAST (X) NORTHING (Y)
NAD 83
2,413,953.43
2,413,169.75
406,355.88
406,530.00
2,414,330.21 406,936.59
2,413,413.60 405,196.84
2,412,812.25 405,384.53
2,413,115.53 404,242.64
336+00S 330L 2,412,758.21 403,097.24
302+00S 300R
314+00S 330L
314+00S 300R
324+00S 330L
300+64.05S 500L
2,220,182.68 289,600.421480+00 1200R
2,198,170.68 288,113.01
2,197,662.32
2,196,638.46
287,040.24
286,798.56
2,195,081.25 286,430.98
1763+92.61 250L
1774+59.53 250L
1783+91.30 250L
1799+91.30 250L
1809+91.30 250L
1821+91.30 250L
1821+91.30 220L
2,194,107.98
2,192,940.08
2,192,933.18
286,201.25
285,925.57
285,954.77
2,191,560.98 285,630.87
2,189,447.13
2,189,477.33
285,054.03
285,009.29
2,189,392.05 284,511.92
1835+98.25 220L
1859+25.45 350L
1859+25.45 400L
1867+15.90 600L
1874+91.29 600L
1882+91.29 1700R
1890+43.94 1700R
2,189,360.97
2,187,023.14
2,187,003.35
283,903.61
283,221.98
282,834.72
2,188,808.94 266,416.67
2,188,173.15
2,187,559.26
265,821.65
265,247.11
2,186,057.13 264,559.00
2064+01.04 900L
2070+91.32 900L
2077+85.61 900L
2092+91.32 900L
2107+91.32 900L 2,184,693.38 263,934.28
2,177,457.91 255,520.93
2,176,574.09 255,014.81
2288+24.08 640L
254,357.49
254,152.73
253,928.80
2,175,426.25
2,174,354.28
2,173,181.98
2312+07.04 640L
2321+91.36 640L
2332+70.65 640L
254,098.09
254,185.06
2,172,161.02
2,171,636.49
2341+91.36 640L
2350+51.69 640L
2299+91.35 640L
STATION
W/OFFSET EAST (X) NORTHING (Y)
NAD 83STATION
W/OFFSET EAST (X) NORTHING (Y)
NAD 83
WINYAH BAY TO CHARLESTON HARBOR (NORTH) COORDINATES WINYAH BAY TO CHARLESTON HARBOR (NORTH) COORDINATES WINYAH BAY TO CHARLESTON HARBOR (SOUTH) COORDINATES CHARLESTON HARBOR THE ASHEPOO CREEK COORDINATES
2+98.49 190L 2,471,468.29
2,471,448.56
456,511.05
456,507.982+98.49 210L
2,471,305.08
2,471,324.29
457,427.76
457,434.51
12+68.19 210L
12+68.19 190L
14+55.27 210L
14+55.27 190L
2,471,250.06
2,471,265.62
457,523.64
457,536.73
23+20.22 190L 2,470,661.60 458,041.08
28+68.22 190L
28+68.22 160L
2,470,204.79
2,470,207.08
458,160.61
458,191.11
33+76.72 190L
33+76.72 160L
2,469,666.69
2,469,674.24
458,094.47
458,125.50
37+26.72 190L
37+26.72 160L
2,469,278.52
2,469,309.25
458,349.49
458,371.03
2,469,100.95
2,469,125.67
458,622.26
458,639.29
40+20 190L
40+20 160L
STATION
W/OFFSET EAST (X) NORTHING (Y)
NAD 83
JEREMY CREEK COORDINATES
NOTES:
1. THE LOCATION OF MONUMENTS HAVE NOT BEEN FIELD VERIFIED.
2. ALL DATA IS BASED ON THE SOUTH CAROLINA STATE PLANE
COORDINATE GRID (NAD 83).
SHEET
REFERENCE
NUMBER
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US Army Corps of Engineers
Charleston District
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C-28
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| 09b27-AIWWCOVER |
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File details come from the government source that posted it. Updated .