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C/L STA. 1159+93.56
DEVIL'S ELBOW
OPTION DREDGING
LIMIT OF DREDGING
UPPER LIMIT OF WORK
C/L STA. 1280+00
X=2,652,347.25 Y= 585,734.33
X= 2,650,908.99
Y=5
1.7
D E V
IL
S E
L B O
W
O P T
IO
N D
R E D
G
IN
G
C L
IN
(M
ILE
C/L
STATIO
N 1
4+
DEVIL
'S
ELB
OW
OPTIO
N D
REDGIN
G
LIM
IT
OF D
REDGIN
G
MATCHLINE
ELEV. -55.0 MLG
6-INCH GAS PPELINE
APPROX. C/L STA. 81+99
IS
L
A N
D
136°16'00.9"
D E
V
IL
'S E
L B
O W
964'
1034'
=22°33'42"
P.C . 1
4+
.70
400'
°1 '0 .8
C /L P .C . 62+
07.87
C /L P .T . 64+
49.30
4° '1 2.
C /L P .C . 7
.5
C /L P .T . 8
.1
C /L P .C . 9
.7
C /L P .T .3
282°16'34.88"
275°04'31.28"
C /L S
T A . 1
C /L P .C . 1
.5
C /L S
T A . 1
C /L P .C . 1
.0
C /L P .T . 1
.5
°36'
22.1 6"
6° '11 .7 2"
P.T. 23+02.77
C /L 2+75
X=2,651,031.04 Y=581,999.76
A
MAIN CHANNEL
C/L CALCASIEU
PT 1
9+ .24
CHOUPIQUE ISLAND
C/L -10+00
DEVIL'S ELBOW
X 2650284.083
Y 583556.121
P.C. 1250+98.3
C A
L C
A S
IE
U R
IV
E
R
C O
N S T
R U
C T E
D S
H A
L L B
E A M
IN
IM
U M O
F
F
T W
E S T O
F T
H
IS
L
IN
E
W E S T O
F T
H
IS
L
IN
E . T
H E E
A S T E
R N T
O E O
F T
H E N
E W D
IK
E T
O B
E
C O
N S T
R U
C T
IO
N A
N D /O
R M
A
IN
T E
N A
C E ) S
H A
L L B
E P
R E F
O R
M E
D
E A S T S
ID
E O
F D
A
A
N D A
L L W
O R
K (A
C C
E S S , B
O R
R O
W , D
IK
E
T H
IS
L
IN
E . T
H E C
O N
S T
R U
C T
IO
N O
F A N
E W D
IK
E A
L O
N G T
E E
A S T E
R N B
O U
N D
A R
Y O
F D
IS
P O
S A
L A
R E
A
IS
D
E F
IN
E D B
Y
X 2656284.780
Y 582934.600
C /L 0+00
E
LB
O W
D E V
IL'S
P L
A N V
IE
W
:1
C /L P .T . 9
.8
P.C. 1224+44.7
P.T. 1199+09.2
P.C. 1176+54.3
D E
V
IL
'S E
L B
O W A
D J
A C
E N
T M
A
IN
C
H A
N N
E L
23 INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
PREPARED FROM AERIAL PHOTOS FLOWN 2010.
NOTES:
DASHED TICKS.
P.T. 1243+66.6
MAIN CHANNEL C/L COORDINATES
2,648,180.16
2,648,620.49
2,649,168.77
585,901.73
Y-COORDINATE
593,270.92
590,786.46
590,033.21
588,327.91
C/L STATION
P.T. 1279+03.3
X-COORDINATE
2,650,022.55
2,650,767.57
P.C. 1250+98.3
2,650,991.81 583,672.56
L
IM
IT
O
F W
O R
K A
P P
R O
X
C /L S
T A
E N
D O
F T
U R
N
IN
G B
A S
IN
SCALE IN FEET
600' 600' 1200' 2400'1800'
1157+60 C/L
A Z . 4
E D
-0
C -0
.d g n
FOR PLAN VIEW GENERAL NOTES SEE DRAWING C-10
P.T. 1243+66.6
E D -1
-0
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
C
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
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E N
A M
E
D W
N B
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C K
D B
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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
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N
C O
N T
R A
C T N
O
D A
T E
A P
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®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
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
N
2,651,220.62
2,655,765.20
589,660.55
Y-COORDINATE
584,421.29
588,447.12
588,600.04
589,505.04
C/L STATION
P.O.T. 2+79.00
P.T. 64+49.30
X-COORDINATE
2,657,014.03
2,657,287.89
P.C. 62+07.87
2,658,320.25 590,104.02
DEVIL'S ELBOW C/L COORDINATES
2,655,578.57
P.C. 79+91.57
P.T. 83+07.15
P.C. 94+30.74
P.T. 99+55.87 2,658,824.15 590,246.81
P.C. 117+43.01 2,660,592.16 590,507.70
P.T. 120+79.50 2,660,927.74 590,517.42
P.C. 135+77.52 2,662,419.89 590,384.91
P.T. 137+57.32 2,662,597.52 590,357.81
2,664,051.35 590,041.52P.O.T. 152+45.00
P.T. 19+99.60
C/L STATION
C/L STATION
DEVIL'S ELBOW
DEVIL'S ELBOW
OFFSET
OFFSET
Y= 586,122.99
42" GAS PIPELINE
CHENIERE CREOLE TRAIL P/L
EL. -120.0 M.L.G.
APPROX. C/L STA. 1141+02
D E
V
IL
'S
V E T
M E
N T
C H
O U
P
IQ
U E
REVETMENT
CURVE DATA
D= 1°00'02" T=1142.28
L=2254.91'
R=5726.53'
=115°42'23" D= 6°30'44"
R=879.81' L=1776.76'
CHEVERON PIPELINE CO.
NORTH FLARE
CURVE DATA
T= 1400'
CURVE DATA
=12°40'59.16" D= 4°01'08.33"
T=158.43' L=315.58' R=1425.63'
CURVE DATA
=14°51'10.44"
D= 2°49'42.32"
T=264.08' L=525.13' R=2025.71' R=1431.37'
L=336.49' T=169.03'
D= 4°10'10.27" =13°28'09.12"
CURVE DATA
R=1430.60' L=179.80' T=90.02'
D=4°00'18.02" =7°12'03.60"
CURVE DATA
P.C. 1159+93.56
CURVE DATA
=6°48'05.76" D=2°49'01.97" T=120.86
L=241.43'
R=2033.77'
X=2,652,841.37 Y=585,646.24
CURVE DATA
SOUTH FLARE
D= 1°00'09" T= 2178.43' L= 4162.79' R= 5714.94'
P.C. 1200+74.60
=41°43'55"
CURVE DATA
=19°10' D= 1° T= 967.37 L=1916.67 R=5729.58
DISPOSAL AREA 13
DISPOSAL AREA 12B
DEVIL'S ELBOW
(73585)
P.T. 1279+03.3
42" GAS PIPELINE
APPROX C/L STA. 1231+29
KINDER MORGAN PIPELINE
EL. -120.0 M.L.G.
6" GAS PIPELINE
EL. -90.0 M.L.G.
42" GAS PIPELINE
KINDER MORGAN PIPELINE
EL. -120.0 M.L.G.
PROPOSED SHELL PIPELINE
APPROX C/L STA. 65+37
36" CRUDE OIL P/L
EL. -78.0 M.L.G.
36" CRUDE OIL P/L
EL. -78.0 M.L.G.
APPROX C/L STA. 1229+59
APPROX C/L STA. 73+22
SHELL PIPELINE
X=2
.57
E L B
O W
X 2656290.438
Y 581170.933
X 2656270.998
Y 587230.678
C /L P .O .T
LIM
IT
O
F D
R E D
G
IN
G
C /L P .O .T 62+
07.87
L
IM
IT
O
F W
O R
K
C/L 1211+90
P.C. 1176+54.28 X=2650991.81 Y=583672.56Y=583672.56
WILLIAMS PETROCHEM, 6-IN GAS
/L S
T A .5
D E
V
IL
'S E
L B
O W
O P
T
IO
N D
R E
D G
IN
G
L
IM
IT
O
F D
R E
D G
IN
G
FORESHORE DIKE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
N 566,353.24
E 2,650,600.57
FACILITY
CAMERON LNG
CAMERON PARISH
N
MAIN CHANNEL C/L COORDINATES
C/L STATION X-COORDINATE Y-COORDINATE
SCALE IN FEET
400' 400' 800' 1200' 1600'
STA. 1157+60
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
M
IL
E .0 T
O M
IL
E
.0
W P -1
-C -X
X X
X
H -1
-4
A N
S I
D
K M J
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
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E N
A M
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D W
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Y
C K
D B
Y
D E
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IG
N E
D B
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D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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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
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P L
O T D
A T
E
D A
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M A
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
W O
R L E
A N
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IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
P L
A N V
IE
W
C-03
X ,6
,0
.0
Y
,9
.7
BY OTHERS
DIKE TO BE CONSTRUCTED
APPROX ALIGNMENT OF
D
IS
P O
S A
L A
R E
A S
N
STA. 1030+47 2,649,580.19 569,113.53
2,650,809.16 581,766.83
X 2648912.812
Y 572710.931
PREPARED FROM AERIAL PHOTOS FLOWN 2013.
C /L
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
AZ. 4°33'
HWY 27
G
IW
W
BAY
TURNER
LAKE
MUD
CALCASIEU PARISH
A N
D D
E V
IL
'S E
L B
O W
B M
L
K J
O
R ic h a rd W
B ro u s s a rd
:1
/1
/2
E D
-0
C -0
.d g nA
P R
,0
°0
,0
°0
'3
,0
2,654,000
93°19' 0"
2,652,000
93°19'30"
2,650,000
93°20' 0"
2,648,000
2,646,000
93°20'30"
2,644,000
93°21' 0"
,0
°0
'3
,0
°0
,0
,0
°0
'3
,0
°0
,0
,0
°0
'3
93°21' 0"
,0
°0
2,644,000
93°20'30"
2,646,000
2,648,000
93°20' 0"
2,650,000
2,652,000
93°19' 0"
2,654,000
°0
,0
°0
'3
,0
,0
°0
,0
°0
'3
,0
W P -1
-B -0
E D -1
-0
C /L
HARVEST PIPELINE
APPROX. C/L STA. 1003+98
ELEV. -56.4 MLG ACROSS CHANNEL
6-IN GAS P/L TO BE ABANDONED
C/L 1141+02 (EL. -120' MLG)
CHENIERE CREOLE TRAIL P/L
42" GAS PIPELINE
C/L 1092+35 (EL. -112' MLG)
PROPOSED 36" GAS P/L
COLUMBIA GULF
FORESHORE DIKE
DISPOSAL AREA
AREA 17
DISPOSAL
GAGE
P .C .5
AREA 16N
DISPOSAL
AREA 15
DISPOSAL
AREA 13
DISPOSAL
X 2647787.076
Y 572704.498
CALCASIEU SHIP CHANNEL
U P
P E
R L
IM
IT
O F D
R E
D G
IN
G
A P
P R
O X
M I.
.0
C /L S
T A
O P
T
IO
N A
L D
R E
D G
IN
G
FORESHORE DIKE
FORESHORE DIKE
FORESHORE DIKE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
N 566,353.24
E 2,650,600.57
AZ.4°33'
AZ. 4°33'
CALCASIEU LAKE
FACILITY
CAMERON LNG
GULFPORT ENERGY CORP.
6" OIL P/L
EL. -48.0' M.L.G.
CAMERON PARISH
ELEV. -93.0 MLG ACROSS CHANNEL
NOTES:
N
MAIN CHANNEL C/L COORDINATES
C/L STATION X-COORDINATE Y-COORDINATE
556,873.38
569,113.53
2,648,393.31
2,649,580.19
SCALE IN FEET
400' 400' 800' 1200' 1600'
STA. 907+45
STA. 1030+47
APPROX. C/L STA. 939+42.6
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G D
E V
IL
'S E
L B
O W
W P -1
-C -X
X X
X
H -1
-4
A N
S I
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K M J
IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
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D B
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2 3
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D B
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A T
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US Army Corps
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P L
A N V
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D
IS
P O
S A
L A
R E
A S
C-04
PREPARED FROM AERIAL PHOTOS FLOWN 2013.
CALCASIEU PARISH
BEC
BEC
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
B M
L
K J
O
R ic h a rd W
B ro u s s a rd
:1
/1
/2
E D
-0
C -0
.d g nA
P R
2,654,000
2,642,000
2,644,000
2,646,000
2,648,000
2,650,000
2,652,000
2,642,000
2,644,000
2,646,000
2,648,000
2,650,000
2,652,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°21' 0"
93°20'30"
93°20' 0"
93°19'30"
93°19' 0"
93°21' 0"
93°20'30"
93°20' 0"
93°19'30"
'3
'3
'3
'3
'3
'3
W
P -1
-B -0
E D -1
-0
C /L
C /L
HARVEST PIPELINE
APPROX. C/L STA. 1003+98
ELEV. -56.4 MLG ACROSS CHANNEL
6-IN GAS P/L TO BE ABANDONED
HARVEST PIPELINE
APPROX. C/L STA. 977+50
PROPOSED 6-IN GAS P/L
FORESHORE DIKE DISPOSAL AREA
FORESHORE DIKE DISPOSAL AREA
CAUTION: GULFPORT ENERGY HAS NUMEROUS
FORESHORE DIKE
DISPOSAL AREA
FLOW LINES IN THIS AREA.
AREA 17
DISPOSAL
AREA 22
DISPOSAL
FORESHORE DIKE DISPOSAL AREA
GAGE
CALCASIEU SHIP CHANNEL
P
P R
O X
M I.
.0
C /L S
T A
U P
P E
R L
IM
IT
F D
R E
D G
IN
G
O P
T
IO
N A
L D
R E
D G
IN
G
A P
P R
O X
M I.
.0
C /L S
T A
OPTIONAL DREDGING
DREDGING
OPTIONAL
DREDGING
BASE
FORESHORE DIKE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
SCALE IN FEET
PREPARED FROM AERIAL PHOTOS FLOWN IN 2013.
600' 600' 1200' 1800' 2400'
B L
A C
K L
A K
E B
A Y
O U
N
CAMERON PARISH
893+60
774+04 543,590.021
C/L STATION X Y
ACCESS
CORRID
OR
TO A
REA D
200'
200'
HACKBERRY
(73600)
DISPOSAL AREA "D"
P L
A N V
IE
W
C /L S
T A T
O C /L S
T A
907+45 2,648,393.31 556,873.38
2,648,245.689 555,336.770
2,647,108.040
HACKBERRY
AZ. 4°33'
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
BEC
BEC
FORESHORE DIKE DISPOSAL NOTES:
FORESHORE DIKE
PURPOSES AND DO NOT NECESSARILY REPRESENT EXISTING CONDITIONS.
3. STONE DIKE SECTIONS SHOWN ON DRAWING C-06 ARE FOR INFORMATION
ENTER THE CALCASIEU RIVER SHIP CHANNEL.
TO ASSURE THE EFFLUENT SEDIMENTS DO NOT PASS THROUGH THE DIKE AND
2. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES DEEMED NECESSARY
DAMAGE TO THE FORESHORE DIKES.
DIKES, HE/SHE SHALL ASSURE THAT THEIR OPERATIONS DO NOT CAUSE ANY
1. IF THE CONTRACTOR ELECTS TO PLACE MATERIAL BEHIND THE FORESHORE
:1
E D
-0
C -0
.d g n
2,654,000
2,642,000
2,644,000
2,646,000
2,648,000
2,650,000
2,652,000
2,642,000
2,644,000
2,646,000
2,648,000
2,650,000
2,652,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°20' 0"
93°19'30"
93°19' 0"
93°21' 0"
93°20'30"
93°20' 0"
'3
'3
'3
'3
'3
'3
D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
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C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
C /L
GAP FOR DISPOSAL
AREA ACCESS FORSHORE DISPOSAL
DISPOSAL AREA 22
FORSHORE DISPOSAL
DUGAS LANDING
CALCASIEU LAKE
CALCASIEU SHIP CHANNEL1
SCALE IN FEET
PREPARED FROM AERIAL PHOTOS FLOWN 2013.
600 600 1200 1800
3' MINIMUM
GEOTEXTILE)
(SEPARATOR
3' MINIMUM
(REINFORCEMENT
GEOTEXTILE)
3' MINIMUM
GEOTEXTILE)
(SEPARATOR
3' MINIMUM
(REINFORCEMENT
GEOTEXTILE)
3' MINIMUM 3' MINIMUM
GEOTEXTILE)
(SEPARATOR
GEOTEXTILE)
(REINFORCEMENT
3' MINIMUM
GEOTEXTILE)
(SEPARATOR
3' MINIMUM
GEOTEXTILE)
(REINFORCEMENT
FORESHORE DIKE
CHANNEL SIDE
CHANNEL SIDE DISPOSAL SIDE
DISPOSAL SIDE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
N
DISPOSAL AREA "D"
FORESHORE DIKE DISPOSAL AREA
774+04 2647108.040 543590.021
C/L STATION X Y
658+22 2645995.644 532061.708
P L
A N V
IE
W
C /L S
T A T
O C /L S
T A
(NOT AVAILABLE IN THIS CONTRACT)
DISPOSAL AREA "E"
FORESHORE DIKES WERE CONSTRUCTED IN 2006 AND 2009.
NOT NECESSARILY REPRESENT EXISTING FORSHORE DIKE CONDITIONS.
NOTE: SECTIONS SHOWN ARE FOR INFORMATIONAL PURPOSES AND DO
:1
E D
-0
C -0
.d g n
AZ. 4°33'
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
BEC
BEC
FORESHORE DIKE DISPOSAL NOTES:
NOT NECESSARILY REPRESENT EXISTING CONDITIONS.
3. STONE DIKE SECTIONS SHOWN ARE FOR INFORMATION PURPOSES AND DO
ENTER THE CALCASIEU RIVER SHIP CHANNEL.
TO ASSURE THE EFFLUENT SEDIMENTS DO NOT PASS THROUGH THE DIKE AND
2. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES DEEMED NECESSARY
DAMAGE TO THE FORESHORE DIKES.
DIKES, HE/SHE SHALL ASSURE THAT THEIR OPERATIONS DO NOT CAUSE ANY
1. IF THE CONTRACTOR ELECTS TO PLACE MATERIAL BEHIND THE FORESHORE
2,640,000
2,642,000
2,644,000
2,646,000
2,648,000
2,650,000
2,640,000
2,642,000
2,644,000
2,646,000
2,648,000
2,650,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°21'30"
93°20'30"
93°20' 0"
93°19'30"
93°21'30"
93°21' 0"
93°20'30"
93°20' 0"
'3
'3
'3
'3
'3
'3
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
REINFORCEMENT GEOTEXTILE
3 FT
50 FEET MINIMUM
10 FEET
55 FEET MINIMUM
CL
2H : 1
V
EL -7.0
2H : 1
V
1H :1
V
3 FT
REINFORCEMENT GEOTEXTILE
BERM BORROW SOURCE
FLOATATION CHANNEL/EARTHEN
BERM BORROW SOURCE
15 FEET
2H : 1
V
EL -7.0
1H :1
V
FLOATATION CHANNEL/EARTHEN
2H : 1
V
DIKE
MINIMUM 3' COVER ARMOR STONE
SEPARATOR GEOTEXTILE
EL 7
6 FEET
CORE SECTION
2H: 1V
C DIKEL
EL 76 FEET
CORE SECTION
SEPARATOR GEOTEXTILE
5 FEET
3H: 1V
2H: 1V
3H: 1V
SECTION REPRESENTATIVE OF
MINIMUM 3' COVER ARMOR STONE
3 FT MIN.
SECTION REPRESENTATIVE OF
FORESHORE DIKES U/S OF MILE 15.4
FORESHORE DIKES D/S OF MILE 15.4
AS-BUILT DETAILS FOR FORESHORE DIKES
CAMERON PARISH
DUGAS LANDING
JOE'S COVE
CALCASIEU LAKE
CALCASIEU SHIP CHANNEL
F U
G E B
O U
N D
A
Y
SCALE IN FEET
600 600 1200 18000
PREPARED FROM AERIAL PHOTOS FLOWN 2013
SCALE IN FEET
600 600 1200 1800
SABINE NATIONAL WILDLIFE REFUGE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
M A
T C
H L
IN
E M
A T
C H
L
IN
E
N
JOE'S COVE
CALCASIEU LAKE
CAMERON PARISH
P o in t
B a yo u
L o n g
LONG POINT
Long Point Lake
C/L STATION X Y
530+25
658+22 2645995.644 532061.708
2644763.067 519324.613
P L
A N V
IE
W
C /L S
T A T
O C /L S
T A
(NOT AVAILABLE IN THIS CONTRACT)
DISPOSAL AREA "E"
AZ. 4°33'
BEC
BEC
:1
E D
-0
C -0
.d g n
2,650,000
2,638,000
2,640,000
2,642,000
2,644,000
2,646,000
2,648,000
2,638,000
2,640,000
2,642,000
2,644,000
2,646,000
2,650,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°20'30"
93°20' 0"
93°19'30"
93°21'30"
93°21' 0"
93°20'30"
'3
'3
'3
'3
'3
'3
-1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
CALCASIEU SHIP CHANNEL
LONG POINT (DM 72)
(73615)
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
F U
G E B
O U
N D
A
Y
DEPT. OF ENERGY
36" BRINE PIPELINE (-8.0 MLG)
D.O.E. BRINE PIPELINE WITHIN THE DISPOSAL AREA
SABINE NATIONAL WILDLIFE REFUGE
COLUMBIA GULF TRANSMISSION CO.
12 " GAS PIPELINE X-ING
C/L STA. 382+43 (-50.0 MLG)
APPROX. X=2641843.88
Y=508995.01
18+00
Y=509365.46
APPROX. X=2643603.96
0+00
FRESHWATER AND NAVIGATION GAP EL. -4.0 MLG
M A
T C
H L
IN
E
M A
T C
H L
IN
E
N
CALCASIEU LAKE
CAMERON PARISH
WEST COVE
CALCASIEU LAKE
DISPOSAL AREA H
C/L STATION X Y
530+25 2644763.067 519324.613
400+29 2643507.313 506388.480
N
C /L S
T A T
O C /L S
T A
P L
A N V
IE
W
AZ. 4°33'
:1
E D
-0
C -0
.d g n
BEC
BEC
2,648,000
2,636,000
2,638,000
2,640,000
2,642,000
2,644,000
2,646,000
2,636,000
2,638,000
2,640,000
2,642,000
2,644,000
2,646,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°22' 0"
93°21' 0"
93°20'30"
93°20' 0"
93°22' 0"
93°21'30"
93°21' 0"
'3
'3
'3
'3
'3
'3
-1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
PREPARED FROM AERIAL PHOTOS FLOWN 2013
SCALE IN FEET
600 600 1200 1800
NATURAL GAS P/L CO. OF AMERICA (NGPL)
36" NATURAL GAS P/L
APPROX. C/L STA. 426+45
EL. -50.0 M.L.G.
NATURAL GAS P/L CO. OF AMERICA (NGPL)
APPROX. C/L STA. 425+63
EL. -55.0 M.L.G.
30" GAS P/L
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
CALCASIEU SHIP CHANNEL
W E S T C
O V E C
A N
A L
W E
V
N
COLUMBIA GULF TRANSMISSION CO.
12 " GAS PIPELINE X-ING
APPROX. C/L STA. 382+43
EL. -50.0 M.L.G.
-6.0 MLG x 40-FT. BOTTOM WIDTH.
CAMERON PARISH
M A
T C
H L
IN
E
M A
T C
H L
IN
E
N
N 495,153.17
E 2,642,315.88
CALCASIEU LAKE
N 495,341.07
E 2,640,384.68
C/L STATION X Y
400+29 2643507.313 506388.480
260+00 2642151.100 492425.37
A P
P R
O X
M
IL
E .0
A P
P R
O X L
O W
E R L
IM
IT
O
F D
R E
D G
IN
G
P L
A N V
IE
W
C /L S
T A
C /L S
T A T
O C /L S
T A
:1
E D
-0
C -0
.d g n
AZ. 4°33'
CALCASIEU LAKE
WEST COVE
BEC
BEC
2,636,000
2,638,000
2,640,000
2,642,000
2,644,000
2,646,000
2,648,000
2,636,000
2,638,000
2,640,000
2,642,000
2,644,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°22' 0"
93°21' 0"
93°20'30"
93°20' 0"
93°22' 0"
93°21'30"
93°21' 0"
'3
'3
'3
'3
'3
'3
-1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
DEPT. OF ENERGY
NAVIGATION GAP (C/L STA 287+32)
DISPOSAL
AREA "M"
A P
P R
O X F
T
(-8.0 MLG)
36" BRINE PIPELINE
SCALE IN FEET
NOTES:
PREPARED FROM AERIAL PHOTOS FLOWN 2013
600 600 1200 1800
FOR PLAN VIEW GENERAL NOTES, SEE DRAWING C-10
6CALCASIEU SHIP CHANNEL
SCALE IN FEET
PREPARED FROM AERIAL PHOTOS FLOWN 2013
600' 600' 1800'1200'
CURVE DATA
D= 1°
T= 375.54
L= 750.00 R=5729.58
= 7°30'
X .9
Y
.4
X .9
Y
.4
P .T .2
P .C .2
W E
S T F
O R
K
M A
T C
H L
IN
E
N
C /L S
T A
L O
W E
R L
IM
IT
O
F W
O R
K
P
IP
E L
IN
E
ST JOHNS
ISLAND
M
IL
E .8
A P
P R
O X
M
IL
E .0
A P
P R
O X L
O W
E R L
IM
IT
O
F D
R E
D G
IN
G
C /L S
T A
C/L STATION X Y
270+31 2642250.795 493450.626
260+00 2642151.100 492425.372
P L
A N V
IE
W
C /L S
T A T
O C /L S
T A
ST JOHN ISLAND (DM57)
(73625)
:1
E D
-0
C -1
.d g n
2,638,000
2,640,000
2,642,000
2,644,000
2,646,000
2,648,000
2,638,000
2,640,000
2,642,000
2,644,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°20'30"
93°20' 0"
93°22' 0"
93°21'30"
93°21' 0"
'3
'3
'3
'3
'3
'3
BEC
BEC
AZ. 4°33'
CALCASIEU LAKE
WEST COVE
CALCASIEU LAKE
BASED ON SURVEYS PERFORMED.
12. DREDGING LIMITS WITHIN THE TOTAL LIMITS OF WORK MAY BE ADJUSTED
RETURN AL WASTEWATER BACK TO THE CHANNEL BEING DREDGED.
11. THE CONTRACTOR SHALL PROVIDE WASTE WEIRS AS NECESSARY TO
ONGOING WORK WITHIN ADJACENT DISPOSAL AREA "E".
HE SHALL ASSURE THAT HIS CONSTRUCTION OPERATIONS DO NOT IMPACT
10. IN THE EVENT THE CONTRACTOR ELECTS TO USE DISPOSAL AREA "D",
ZONE 1702.
9. ALL COORDINATES SHOWN ARE IN LA LAMBERT STATE PLANE, SOUTH
GEODETIC.
8. ALL AZIMUTHS SHOWN ARE REFERENCED TO ZERO DEGREES SOUTH
300 FT OF ANY STRUCTURE OR UTILITY.
7. NO DREDGED MATERIAL SHALL BE DIRECTLY DISCHARGED WITHIN
WITHIN THIS CONTRACT SCOPE OF WORK.
6. DREDGING OF FRESHWATER / NAVIGATION GAPS IS NOT REQUIRED
OFFICERS REPRESENTATIVE.
MILE 15.0, UNLESS APPROVED OR MODIFIED BY THE CONTRACTING
5. ORDER OF DESIRED DREDGING SHALL BE FROM MILE 5.0 UPSTREAM TO
THIS ACB DURING DREDGING OPERATIONS.
THE DEVIL'S ELBOW FLARE. CARE SHALL BE TAKEN NOT TO DAMAGE
4. ARTICULATED CONCRETE REVETMENT EXISTS ON BOTH BANKLINES OF
3. ACCESS TO DISPOSAL AREAS SHALL BE FROM THE CALCASIEU MAIN CHANNEL.
(-) 42 FEET MLG WITH 1V ON 2.5H SIDE SLOPES UNLESS OTHERWISE SHOWN.
2. CHANNEL DREDGE TEMPLATE IS A 400 FOOT BOTTOM WIDTH AT ELEVATION
SEPTEMBER 2015 SURVEY DATA.
1. SURVEYS, DREDGING REACHES, AND QUANTITIES SHOWN ARE BASED ON
GENERAL NOTES:
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
NAVIGATION GAP (C/L STA 287+32)
DEPT. OF ENERGY
(-8.0 MLG)
36" BRINE PIPELINE
DISPOSAL
AREA "M"
E A S
T F
O R
K
CAMERON PARISH
CALCASIEU RIVER SHIP CHANNEL
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
260+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
270+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
280+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
290+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
300+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
310+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
320+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
330+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
340+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
350+00
-10
-20
-30
-40
-50
-60
C R
O S
S S
E C
T
IO
N S
NOTES:
1. ALL ELEVATIONS ARE IN MEAN LOW GULF (MLG)
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, 1:2.5 SIDE SLOPES TO AN
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON NOVEMBER 2015 SURVEY DATA.
e d -0 c -1
.D
G N
M
IL
E .0 T
O M
IL
E
.0
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
WEST WEST EASTEAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
MAIN CHANNEL CROSS-SECTIONS
MILE 5.0 TO MILE 15.0
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
360+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
370+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
380+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
390+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
400+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
410+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
420+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
430+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
440+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
450+00
-10
-20
-30
-40
-50
-60
C R
O S
S S
E C
T
IO
N S
E D
-0
C -1
.d g n
M
IL
E .0 T
O M
IL
E
.0
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
WEST WEST EASTEAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
560+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
570+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
580+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
590+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
600+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
610+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
620+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
630+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
640+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
650+00
-10
-20
-30
-40
-50
-60
C R
O S
S S
E C
T
IO
N S
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
E D
-0
C -1
.d g n
M
IL
E .0 T
O M
IL
E
.0
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
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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
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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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
WEST WEST EASTEAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
660+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
670+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
680+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
690+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
700+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
710+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
720+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
730+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
740+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
750+00
-10
-20
-30
-40
-50
-60
C R
O S
S S
E C
T
IO
N S
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
E D
-0
C -1
.d g n
M
IL
E .0 T
O M
IL
E
.0
E D -1
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C A
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R E
D G
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C-
M
IL
E .0 T
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IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
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D E
S
IG
N E
D B
Y
D E
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A
B
M A
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A P
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D A
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IT
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D B
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N
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D A
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®of Engineers
US Army Corps
U .S
A R
M Y C
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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
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IS
IA
N A
R ic h a rd W
B ro u s s a rd
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A N
D D
E V
IL
'S E
L B
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WEST WEST EASTEAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
790+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
800+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
810+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
820+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
830+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
840+00
-10
-20
-30
-40
-50
-60
C R
O S
S S
E C
T
IO
N S
E D
-0
C -1
.d g n
M
IL
E .0 T
O M
IL
E
.0 M
IL
E
.0 T
O M
IL
E
.0
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
760+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
770+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 100 200 300 400-100-200-300-400
780+00
-10
-20
-30
-40
-50
-60
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
MAIN CHANNEL CROSS-SECTIONS
MILE 5.0 TO MILE 15.0
MAIN CHANNEL CROSS-SECTIONS
MILE 15.0 TO MILE 17.0
WEST WEST EASTEAST
CHANNEL C/LCHANNEL C/L
CHANNEL C/L
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
860+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
870+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
880+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
890+00
-10
-20
-30
-40
-50
-60
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
C R
O S
S S
E C
T
IO
N S
E D
-0
C -1
.d g n
M
IL
E
.0 T
O M
IL
E
.0
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
WEST EAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
MILE 15.0 TO MILE 17.0
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
C/L
400 500 600 700 740
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
C/L
-500 -400 340
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
E L E
V A
T
IO
N M
L G
C/L
-500 -400 340
NORTH
SOUTH
138+00
76+00
36+00
ELEVATIONS OF (-)42.0 FEET MLG.
C R
O S
S S
E C
T
IO
N S
D E
V
IL
'S E
L B
O W
CROSS SECTIONS - DEVIL'S ELBOW
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON NOVEMBER 2015 SURVEY DATA.
14+00 - FLARE REACH
16+00 - FLARE REACH
E D
-0
C -1
.d g n
E D -1
-0
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 C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
C/L
C/L
File details come from the government source that posted it. Updated .