Plans Calcasieu River and Pass Maint Dred FY26 Mile 5.0 to Mile 17.pdf
PDF 35 MB Posted
- Solicitation number
- W912P826BA013
About this file
This is a technical plans document for maintenance dredging operations on the Calcasieu River and Pass in Louisiana. The document contains detailed engineering drawings and cross-sections for dredging work covering Mile 5.0 to Mile 17.0, with additional optional work in Devil's Elbow. The main channel requires a 400-foot bottom width with 1:2.5 side slopes dredged to an elevation of -43 feet MLLW (Mean Lower Low Water), based on survey data from January 2026. The document includes multiple main channel cross-sections from Station 315+00 to Station 893+60, Devil's Elbow cross-sections from Station 2+75 to Station 130+00, and disposal area management plans with detailed ditching and draining schematics for confined disposal facilities (CDFs). All elevations are referenced to Mean Lower Low Water, and cross-sections employ a 2:1 vertical to horizontal scale for clarity.
The optional work scope includes dredging of Devil's Elbow and associated ditching and drainage infrastructure for the disposal areas, including perimeter ditches, cross ditches, and spillbox locations. The disposal facility plans (CDF-7, CDF-19, and CDF-22) specify 50-foot maximum ditch bottom widths, minimum 20-foot gaps between stockpiles, and staggered configuration requirements to maintain positive drainage. The document was prepared by the U.S. Army Corps of Engineers New Orleans District and approved in January 2026, with plot dates in June 2026 and September 2024, supporting the FY26 maintenance dredging contract for Calcasieu and Cameron Parishes, Louisiana.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
H -1
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
R S
N 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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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 GRADE LINE
CHANNEL CENTERLINE
1. ALL ELEVATIONS ARE IN MEAN LOWER LOW WATER (MLLW)
5. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
340+00 380+00
370+00330+00
320+00 360+00
350+00315+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-16
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
420+00 460+00
450+00410+00
400+00 440+00
430+00390+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-17
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
500+00 540+00
530+00490+00
480+00 520+00
510+00470+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-18
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
580+00 620+00
610+00570+00
560+00 600+00
590+00550+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-19
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
660+00 700+00
650+00 690+00
640+00 680+00
670+00630+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-20
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
730+00
720+00
710+00
770+00
760+00
750+00
703+16 740+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-21
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
810+00
800+00
790+00
780+00 820+00
830+00
840+00
850+00
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-22
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G 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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EASTWEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
S J T
J A
N
W
P
B
B.E.C.
MILE 5.0 TO MILE 17.0
S E
P T
E M
B E
R
890+00
880+00
870+00
860+00 893+60
S T
A
T O
S T
A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-23
-200 -100 0 100 200 300 400 500 600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-500 -400 -300 -200 -100 0 100 200 300 400 500 600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-800 -700 -600 -500 -400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-500 -400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G
E D
-2 -0
M A
L L
O R
Y M
G
IL
L
E N
J A
B
M J T
W P
B
A
J A
N
J U
N E
H -1
-4
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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
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-25
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
(OPTION WORK 1)
DEVIL'S ELBOW CROSS SECTIONS
15+00
10+00
5+00
2+75
C/L
NORTH SOUTH
C/L
NORTH SOUTH
C/L
NORTH SOUTH
C/L
SOUTHNORTH
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
J U
N E
W P
B
A
J A
N
J A
B
M J T
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
C/L
E L
E V
A T
IO
N
F
T
C/L
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
NORTH SOUTH
NORTH SOUTH
(OPTION WORK 1)
DEVIL'S ELBOW CROSS SECTIONS
B.E.C.
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
6. NO DREDGING OF DEVIL'S ELBOW REQUIRED PAST STATION 120+00
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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
C-26
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
40+0020+00
25+75 50+00
60+0030+00
35+37 62+08
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
J U
N E
W P
B
A
J A
N
J A
B
M J T
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
C/L
E L
E V
A T
IO
N
F
T
C/L
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
NORTH SOUTH
NORTH SOUTH
(OPTION WORK 1)
DEVIL'S ELBOW CROSS SECTIONS
B.E.C.
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
6. NO DREDGING OF DEVIL'S ELBOW REQUIRED PAST STATION 120+00
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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
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-27
81+42 94+31
90+0080+00
70+00 83+07
82+3264+49
-4
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
J U
N E
W P
B
A
J A
N
J A
B
M J T
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON JAN 2026 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
C/L
E L
E V
A T
IO
N
F
T
C/L
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
NORTH SOUTH
NORTH SOUTH
(OPTION WORK 1)
DEVIL'S ELBOW CROSS SECTIONS
B.E.C.
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
6. NO DREDGING OF DEVIL'S ELBOW REQUIRED PAST STATION 120+00
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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
130+00117+43
110+00 126+50
120+80105+08
100+00 120+00
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
C-28
°2
'4
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G
E D
-2
-0
M A
L L
O R
Y M
G
IL
L
E N
J A
B
M
JT
W P
B
A
JA
N
J U
N E
H -1
-4
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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
C-31
O P
T
IO
N W
O R
K
D
IT
C H
IN
G
A N
D D
R A
IN
IN
G P
L A
N C
D F
N
SHEET LEGEND
PERIMETER DITCH
CROSS DITCH
CDF LIMITS
CD # 1 (##') CDF-7 CROSS DITCH IDENTIFIER
500'0 250'
SCALE
GROUND SURFACE
DITCH SECTION
NOT TO SCALE
2 MIN.
BOTTOM WIDTH
50' MAX
D
IT
C H
B O
T T
O M
TOP VIEW OF DITCH
BETWEEN STOCKPILES
20' MINIMUM GAPS
CONFIGURATION
STOCKPILE
STAGGERED
NOT TO SCALE
50'
SHALL BE ADJUSTED, IF NECESSARY, IN ORDER TO ACHIEVE POSITIVE DRAINAGE TO THE SPILL BOX.
2) EXISTING GRADE WITHIN THE DISPOSAL AREA SHALL BE FIELD VERIFIED AND THE DITCH SECTION
1) PERIMETER DITCH TO BE LOCATED AT APPROX. 75.0' FROM THE EXISTING ONE.
NOTES:
10'
APPROXIMATE SPILLBOX LOCATION
Y 616365.42
X 2661325.58
Y 617731.37
X 2661629.75
Y 619378.47
X 2660639.19
Y 618715.55
X 2659697.37
Y 617610.57
X 2658519.23
Y 616233.18
X 2659922.92
PERIMETER DITCHING - APPROX. 12,000 FEET
C D (A
PP
R
O X.
FT
C D (A
P P R
O X . 2
F T
C D A P P R
O X F
T
CDF-7
:1
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
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 I Z
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
IDENTIFICATION
SHEET
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
A N
S I
D
M M
G
E D
-2
-0
M A
L L
O R
Y M
G
IL
L
E N
J A
B
M
JT
W P
B
A
JA
N
J U
N E
H -1
-4
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
M
IL
E
.0 T
O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
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
GB #81
RB #82
LAKE CALCASIEU
CAMERON PARISH
CHANNEL C/L
RB #84
GB #83
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
CDF-22
FDDA-22
M
IL
E
ACCESS ROUTE TO CDF-22
GAP FOR DISPOSAL AREA ACCESS
.8
HACKBERRY (73600)
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
CDF-19
FDDA-19
CROSS DITCHING - 5,050 LF
PERIMETER DITCHING - 8,390 LF
APPROX. SPILL BOX LOCATION
GROUND SURFACE
2 MIN.
50' MAX
50' MAX
NOT TO SCALE
D
IT
C H
B O
T T
O M
TOP VIEW OF DITCH
BETWEEN STOCKPILES
20' MINIMUM GAPS
CONFIGURATION
STOCKPILE
STAGGERED
EL. -49.0' M.L.L.W.
APPROX. C/L STA. 937+59.92
6" OIL PL.
GULFPORT ENERGY CROP.
C D
C D
C D
C D
C D
C D
C D
C D
SHEET LEGEND
PERIMETER DITCH
CROSS DITCH
CDF LIMITS
CD # 1 (##') CDF CROSS DITCH IDENTIFIER
50'
SHALL BE ADJUSTED, IF NECESSARY, IN ORDER TO ACHIEVE POSITIVE DRAINAGE TO THE SPILL BOX.
2) EXISTING GRADE WITHIN THE DISPOSAL AREA SHALL BE FIELD VERIFIED AND THE DITCH SECTION
BE MODIFIED AS NEEDED BASED ON EXISTING FIELD CONFITIONS.
1) PERIMETER DITCH TO BE LOCATED AT APPROX. 75.0' FROM THE EXISTING ONE. ALIGNMENT MAY
NOTES:
(O P
T
IO
N W
O R
K
D
IT
C H
IN
G
A N
D D
R A
IN
IN
G P
L A
N C
D F
-2
C-38
:1
Y=557172.9739
X=2650422.4642
Y=556865.0271
X=2650257.0472
Y=556420.8636
X=2650189.1023
Y=555954.6838
X=2650377.0424
Y=555559.7340
X=2650565.9609
Y=555260.8503
X=2650493.9585
Y=554849.5491
X=2650452.2491
Y=554393.9989
X=2650202.1484
Y=554441.3750
X=2649558.7758 Y=555045.7703
X=2649869.0989
Y=555451.9441
X=2649734.8865
Y=555755.1556
X=2649735.7828 Y=556068.3141
X=2649770.6246
Y=556508.2081
X=2649787.1116Y=556965.4291
X=2649910.7121
Y=557384.8676
X=2650007.4140
BOTTOM WIDTH
10'
DITCH SECTION
NOT TO SCALE
M
IL
E
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
| G-SHEETS |
| CALC MODEL 2D - Plans |
| G-SHEETS |
| G-SHEETS |
| G-SHEETS |
| G-SHEETS |
| G-SHEETS |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| cs.pdf |
| Channel Centerline - 315+00.00 |
| Channel Centerline - 390+00.00 |
| Channel Centerline - 470+00.00 |
| Channel Centerline - 550+00.00 |
| Channel Centerline - 630+00.00 |
| Channel Centerline - 703+15.54 |
| Channel Centerline - 780+00.00 |
| Channel Centerline - 860+00.00 |
| C-25 Devils CX - 0+00.00 |
| C-26 Devils CX - 20+00.00 |
| C-27 Devils CX - 64+49.45 |
| C-28 Devils CX - 100+00.00 |
| newpl edits.pdf |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
| CALC MODEL 2D - Plans |
File details come from the government source that posted it. Updated .