A21_-_W912P818B0022,_Plans_5.pdf
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M A
IN
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U .S
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A S
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A
LEGEND
C-13
SNWR BUDMAT PROJECT BOUNDARY
SNWR BOUNDARY
W
EST CO
VE CANAL
ROUTE (APPROXIMATE)
TEMPORARY DREDGE PIPELINE
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
:1
S T
A G
IN
G A
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A S
M A
R S
H C
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A T
IO
N S
IT
E
0 700'350'
SCALE
EXISTING BRIDGE
WEST COVE CANAL
AND ALONG NORTH BANK OF
ROUTED AROUND STRUCTURE
DISCHARGE PIPE TO BE
CONTROL STRUCTURE
BACK RIDGE CANAL
CAMERON PARISH
N
C -1
S
N W
R
B U
D M
A T S ta g in g A re a s
EAST OF ROAD
FIBER OPTIC LINE
OVERHEAD POWERLINE &
WEST OF ROAD
OVERHEAD POWERLINE
12" WATERLINE
(SEE NOTE 2)
STAGING AREA 2
(SEE NOTE 1)
STAGING AREA 1
UTILITIES
X 2632043.487
Y 522926.735
X 2631940.957
Y 522540.099
X 2632347.990
Y 522532.842
X 2632450.520
Y 522919.478
X 2631656.318
Y 518250.935
X 2631616.029
Y 518107.870
X 2631322.565
Y 518429.364
X 2631319.835
Y 518266.220
SPAN THE WIDTH OF THE CANAL
BE COMPRISED OF FLEXIBOATS WHICH SHALL
ACCESS TO SITE 1E & 1D FROM LA HWY 27 TO
TO PROVIDE BETTER ACCESS. (SEE NOTE 5)
DIKES MAY BE DEGRADED IF NECESSARY
ACCESS TO SITE 1E & 1D THROUGH EXISTING GAP
THE CONTRACTOR SHALL LIMIT DAMAGE TO EXISTING MARSH.
BREACH WOULD BE LIMITED TO THE MINIMUM WIDTH REQUIRED TO CLOSE-OFF THESE BREACHES WITH EARTHEN CLOSURES.
BANKS NEAR THE EXISTING GAPS MAY BE DEGRADED, IF NECESSARY, TO PROVIDE BETTER ACCESS TO THE SITES, BUT, EACH
5. ACCESS TO SITE 1E & 1D FROM LA HWY 27 TO BE COMPRISED OF FLEXIBOATS WHICH SHALL SPAN THE WIDTH OF THE CANAL.
4. EXCAVATION OF WEST COVE CANAL IS NOT ALLOWED.
3. ACCESS TO SITE 1E SHALL BE WITHIN OPEN WATER AND SHALL NOT IMPACT VEGETATED WETLANDS.
IMPROVEMENTS SHOULD ASSURE THAT DRAINAGE ALONGSIDE LA HWY 27 IS NOT IMPEDED.
FOR DELIVERY AND OFFLOADING OF PIPE AND OTHER HEAVY EQUIPMENT NECESSARY TO CONSTRUCT THIS PROJECT.
2. STAGING AREA 2 WITH DIMENSIONS 150 FT (ALONG HWY 27) BY 400 FT (ALONG WEST COVE CANAL) HAS BEEN IDENTIFIED
LA HWY 27 TO BE COMPRISED OF FLEXIBOATS WHICH SHALL SPAN THE WIDTH OF THE CANAL.
PIPE AND OTHER HEAVY EQUIPMENT, IMMEDIATELY UPSTREAM OF BRIDGE CROSSING. ACCESS TO STAGING AREA FROM
1. STAGING AREA 1 WITH DIMENSIONS 400 FT BY 400 FT HAS BEEN IDENTIFIED FOR DELIVERY AND OFFLOADING OF
NOTES:
SPAN THE WIDTH OF THE CANAL
COMPRISED OF FLEXIBOATS WHICH SHALL
ACCESS TO SITES FROM LA HWY 27 TO BE
(ACCESS CORRIDOR VIA WEST COVE CANAL)
TEMPORARY DREDGE PIPELINE TO SNWR - SITES 1E & 1D
H W
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IN
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IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
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N N
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U .S
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C A
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N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-14
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -1
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA290+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA300+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA310+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA320+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA330+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA340+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA350+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA360+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA370+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA380+00
-10
-20
-30
-40
-50
-60
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
N
EASTWEST
E L E
V A
T
IO
1. ALL ELEVATIONS ARE IN MEAN LOWER LOW WATER (MLLW)
3. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL 2018 SURVEY DATA.
IN
T E
N A
N C
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D G
IN
G F
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NEW ORLEANS DISTRICT
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N N
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J .I .V .S
J U
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V
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A L S
A L
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D O
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W P -1
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K E
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H J
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A
IN
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C A
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U A
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A M
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N A
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N A
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D
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IF
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L B
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C A
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A S
S L
A
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-15
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -1
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA390+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA400+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA410+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA420+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA430+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA440+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA450+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA460+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA470+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA480+00
-10
-20
-30
-40
-50
-60
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
SHEET LEGEND
E L E
V A
T
IO
N E
L E
V A
T
IO
N E
L E
V A
T
IO
N
E L E
V A
T
IO
N E
L E
V A
T
IO
N E
L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N E
L E
V A
T
IO
N
E L E
V A
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IN
T E
N A
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G F
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IN
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IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
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N N
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D W
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D B
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M A
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US Army Corps
U .S
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/2
J .I .V .S
J U
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V
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A L S
A L
C E
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W P -1
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K E
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A
IN
A U
G U
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C A
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U A
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O N P
A R
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S L
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N A
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N A
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IL
D
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IF
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U G
E A
N D D
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'S E
L B
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C A
L C
A S
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U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-16
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -1
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA490+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA500+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA510+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA520+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA530+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA540+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA550+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA560+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA570+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
STA580+00
-10
-20
-30
-40
-50
-60-60
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
WEST EAST
L E
V A
T
IO
N E
L E
V A
T
IO
N E
L E
V A
T
IO
N E
L E
V A
T
IO
N E
L E
V A
T
IO
N
E L E
V A
T
IO
N E
L E
V A
T
IO
N E
L E
V A
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N E
L E
V A
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IN
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N A
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G F
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IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-17
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -1
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA590+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA600+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA610+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA620+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA630+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA640+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA650+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA660+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA670+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA680+00
-10
-20
-30
-40
-50
-60
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-18
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -1
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA690+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA700+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA710+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA720+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA730+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA740+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA750+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA760+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA770+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA780+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-19
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -1
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA790+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA800+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA810+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA820+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA830+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA840+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA850+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA860+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA870+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA880+00
-10
-20
-30
-40
-50
-60
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
4. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
2. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
C-20
:1
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
B.E.C
5. REQUIRED CHANNEL DREDGE CUT TEMPLATE SHOWN ON SHEET G-05.
C -2
C R
O S
S S
E C
T
IO
N S S
T A T
O S
T A
MILE 5.O TO MILE 17.0
MAIN CHANNEL CROSS SECTIONS
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA890+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA893+60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
C-21
:1
S T
A T
O S
T A
D E
V
IL
'S E
L B
O W C
R O
S S S
E C
T
IO
N S
C -2
D E C
R O
S S S
E C
T
IO
N S S
T A T
O S
T A
-10
-20
-30
-40
-50
-60
0 100 200 300 400 500 600-100-200-300-400-500
STA6+00
-10
-20
-30
-40
-50
-60
NORTH SOUTH
E L E
V A
T
IO
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL 2018 SURVEY DATA.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW.
-10
-20
-30
-40
-50
-60
0 100 200 300 400 500-100-200-300
STA10+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
NORTH
C/L
SOUTH
C/L
-10
-20
-30
-40
-50
-60
0 100 200 300 400 500-100-200-300
STA14+00
-10
-20
-30
-40
-50
-60
NORTH
E L E
V A
T
IO
N
C/L
SOUTH
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300
STA18+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
NORTH
C/L
SOUTH
-10
-20
-30
-40
-50
-60
0 100 200 300 400 500 600-100-200
STA4+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
NORTH
C/L
SOUTH
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
CHANNEL CENTERLINE
C-22
:1
S T
A T
O S
T A
D E
V
IL
'S E
L B
O W C
R O
S S S
E C
T
IO
N S
C -2
D E C
R O
S S S
E C
T
IO
N S S
T A T
O S
T A
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH THE EXCEPTION
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43.O MLLW.
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA30+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA40+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA50+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA60+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
C/L
NORTH SOUTH
E L E
V A
T
IO
N
C/L
E L E
V A
T
IO
N
C/L
NORTH SOUTH
E L E
V A
T
IO
N
C/L
NORTH SOUTH
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA20+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
NORTH
C/L
SOUTH
DEVIL'S ELBOW CROSS SECTIONS
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
1. ALL ELEVATIONS ARE IN MEAN LOW GULF (MLG)
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GROUND LINE
C-23
:1
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
OF THE FLAIR, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -42.0 FEET MLG.
SHEET LEGEND
CHANNEL TEMPLATE
EXISTING GROUND LINE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
S T
A T
O S
T A
D E
V
IL
'S E
L B
O W C
R O
S S S
E C
T
IO
N S
C -2
D E C
R O
S S S
E C
T
IO
N S S
T A T
O S
T A
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON FEBRUARY 2018 SURVEY DATA.
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA1159+94
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA1180+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA1210+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
WEST EAST
E L E
V A
T
IO
N
WEST EAST
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
OF THE TURNING BASIN, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43.0 FEET MLLW.
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA100+00
-10
-20
-30
-40
-50
-60
NORTH
C/L
E L E
V A
T
IO
N
SOUTH
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA120+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300-100-200-300
STA130+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
NORTH
C/L
SOUTH
E L E
V A
T
IO
N
NORTH
C/L
SOUTH
-10
-20
-30
-40
-50
-60
0 100 200 300 400 500 600 700 800-100-200-300
STA138+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N
NORTH C/L SOUTH
DEVIL'S ELBOW CROSS SECTIONS
MILE 22 TO MILE 23
MAIN CHANNEL CROSS SECTIONS
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C-24
S T A .0
S T
A
S T
A
S T
A
S T
A
M
IL
E
M
IL
E
M
IL
E
G B
R B
G B
R B
R B
G B
R
B
D E
V
IL
'S E
L B
O W
S T
A
S T
A
S T A
S T
A
S T
A
C A
LC
A S
IE
U S
H
IP
C
H A N
N E L
N
B U
R T
O N S
H
IP
Y A
R D R
O A
D
:1
CHOUPIQUE
ISLAND
R E V E T
M E N T
DEVIL
'S E
LB
OW
R E
V E
T M
E N
T
S T A .6
S T A .0
S T A -1 .0
°1
'0 .9
S T A .8
S T A . 6
4+ .3
P .C . S
T A . 7
9+ .5
P .T . S
TA
. 8
3+ .1
P.
C.
S
TA.
+3 0.7
EL. -55.0 M.L.G.
APPROX C/L STA. 81+99
6" GAS P/L
CHEVRON PIPELINE CO.
EL. -120.0 M.L.G.
APPROX C/L STA. 73+22
42" GAS P/L
KINDER MORGAN PIPELINE
EL. -78.0 M.L.G.
APPROX C/L STA. 65+37
36" CRUDE OIL P/L
PROPOSED SHELL PIPELINE
EL. -120.0 M.L.G.
APPROX. C/L STA. 1139+96.30
42" GAS PIPELINE
CHENIERE CREOLE TRAIL P/L
S T
A
S T
A
S T
A
EL. -90.0 M.L.G.
APPROX. C/L 1210+58.70
6" GAS PIPELINE
WILLIAMS PETROCHEM, 6-IN GAS
EL. -78.0 M.L.G.
APPROX C/L STA. 1228+50.36
36" CRUDE OIL P/L
PROPOSED SHELL PIPELINE
EL. -120.0 M.L.G.
APPROX C/L STA. 1230+37.61
42" GAS P/L
KINDER MORGAN PIPELINE
(NOT AVAILABLE IN THIS CONTRACT)
CDF-12A
(NOT AVAILABLE IN THIS CONTRACT)
CDF-15
C D
F
B A
N D
D
IT
C H
IN
G A
N D D
R A
IN
IN
G
CALCASIEU PARISH
CDF-13
CHOUPIQUE ISLAND
(APPROX. 18,045 LF)
PERIMETER DITCHING
CDF-12B
(APPROX. 8,394 LF)
CROSS DITCHING
(APPROX. 21,288 LF)
PERIMETER DITCHING
SPILL BOX LOCATION
APPROXIMATE
0 1200'600'
SCALE
C -2
D
IT
C H
IN
G A
N D D
R A
IN
IN
G
C D
F
B A
N D
GROUND SURFACE
DITCH SECTION
2 MIN.
BOTTOM WIDTH
50' MAX
50' MAX
NOT TO SCALE
D
IT
C H B
O T
T O
M
10'
TOP VIEW OF DITCH
BETWEEN STOCKPILES
20' MINIMUM GAPS
CONFIGURATION
STOCKPILE
STAGGERED
NOT TO SCALE
10 FT.
7' for 12B
6' for 13
SPILL BOX LOCATION
APPROXIMATE
(APPROX. 12,428 LF)
CROSS DITCHING
SPILLBOX IN CDF-12B AND CDF-13 TO BE REMOVED AND REPLACED.
NOTE:
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
A U
G U
S T
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
N
600'0 300'
SCALE
C-25
GB #85
LAKE CALCASIEU
CAMERON PARISH
CHANNEL C/L
S T
A
S T
A
S T
A
M
IL
E
M
IL
E
S T
A
S T
A
S T
A
S T
A
FSDA-17
EL. -93.0' M.L.G.
APPROX. C/L STA. 976+24.55
6" GAS PL.
PROPOSED HARVEST PL.
(TO BE ABANDONED)
EL. -56.4' M.L.G.
APPROX. C/L STA. 1002+40.5
6" GAS PL.
HARVEST PL.
(NOT AVAILABLE IN THIS CONTRACT)
CDF-19
ft
TEMPORARY WORK AREARB #86
DAY MARKER (73595)
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
:1
S T
A
S T
A
APPROX SPACING 350 FT
CDF-17
C D
F -1
D
IT
C H
IN
G D
R A
IN
IN
G
C -2
D it c h in g D ra in in g
C D
F -1
ON THE DRAWINGS, AS WELL AS ACROSS THE EXISTING FORESHORE DIKES.
SHIP CHANNEL, VIA THE TEMPORARY WORK AREAS AND ACCESS ROUTES DEPICTED
ACCESS TO CONFINED DISPOSAL FACILITIES WILL BE VIA THE CALCASIEU RIVER
NOTE:
CROSS DITCHING - 11,186 LF
PERIMIETER DITCHING - 10,935 LF
EL. -120.0' M.L.G.
APPROX. C/L STA. 1139+96.30
42" GAS PL.
CHENIERE CREOLE TRAIL PL.
APPROX. SPILL BOX LOCATION
10'
GROUND SURFACE
DITCH SECTION
NOT TO SCALE
2 MIN.
BOTTOM WIDTH
50' MAX
50' MAX
NOT TO SCALE
D
IT
C H B
O T
T O
M
10'
TOP VIEW OF DITCH
BETWEEN STOCKPILES
20' MINIMUM GAPS
CONFIGURATION
STOCKPILE
STAGGERED
| G-01_Signed Cover |
| G-02_Location and Vin Map |
| G-03_General Notes Legend and Abrv |
| G-04_Tabulations Channel Algn and Curve Data |
| G-05_Main Channel Dredge Cut Template |
| C-01_STA. 1210+00 TO 1145+00_(MILE 23-22)_Including Devils Elbow |
| C-02_STA. 1145+00 TO STA. 1045+00_(MILE 22-20) |
| C-03_STA. 1045+00 TO STA. 945+00_(MILE 20-18) |
| C-04_STA. 945+00 TO STA. 845+00_(MILE 18-16) |
| C-05_STA. 845+00 TO STA. 740+00_(MILE 16-14) |
| C-06_STA. 740+00 TO STA. 635+00_(MILE 14-12) |
| C-07_STA. 635+00 TO STA. 525+00_(MILE 12-10) |
| C-08_STA. 525+00 TO STA. 415+00_(MILE 10-8) |
| C-09_STA. 415+00 TO STA. 305+00_(MILE 8-6) |
| C-10_STA. 305+00 TO STA. 199+02.70_(MILE 6-5) |
| C-11_SNWR_BUDMAT - Marsh Creation Site |
| C-12_SNWR_BUDMAT - Weir Alignment and Typical Section |
| C-13_SNWR_BUDMAT - Staging Areas |
| C-14_CROSS SECTIONS_STA. 290+00 TO STA. 380+00 |
| C-15_CROSS SECTIONS_STA. 390+00 TO STA. 480+00 |
| C-16_CROSS SECTIONS_STA. 490+00 TO STA. 580+00 |
| C-17_CROSS SECTIONS_STA. 590+00 TO STA. 680+00 |
| C-18_CROSS SECTIONS_STA. 690+00 TO STA. 780+00 |
| C-19_CROSS SECTIONS_STA. 790+00 TO STA. 880+00 |
| C-20_CROSS SECTIONS_STA. 890+00 TO STA. 893+60 |
| C-21_DE CROSS SECTIONS_STA. 4+00 TO STA. 18+00 |
| C-22_DE CROSS SECTIONS_STA. 20+00 TO STA. 60+00 |
| C-23_DE CROSS SECTIONS_STA. 100+00 TO STA. 130+00 |
| C-24_Ditching & Draining_CDF-12B & 13 |
| C-25_Ditching & Draining_CDF-17 |
| C-26_Ditching & Draining_CDF-22 |
| C-27_Ditching & Draining_CDF-H |
| S-01 |
| S-02 |
| S-03 |
| S-04 |
| S-05 |
| S-06 |
File details come from the government source that posted it.