A02_-Drawings_-_47860_Port_Fourchon__14-01.pdf
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TENNESSEE GAS - 16" GAS PIPELINE
WEST JETTY
EAST JETTY
LIGHT
LIGHT
N
Lat 29°04’44.483"
Lon 90°13’32.172"
CURVE NO. 1
R= 5,455.58’
1,691.93’
34 27’37.07"
1 03’00.80" 3,281.23’
T=
D= L=
Y
X
DIRECT DISCHARGE
PREPARED FORM INFRARED PHOTOS TAKEN IN 2012.
NOTE:
P .T
.2
INSIDE THE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH
AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT
CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS.
P.C . 17
0+ 16.5
Y=
.71
TENNESSEE GAS - 16" GAS PIPELINE
O W
N
ER UN
KN
O
W N
H
ILCO
RP EN
ERG
Y
WEST BELLE PASS
A DC
INCENTIVE
CLAUSES
E ER
I N
G
N I
G N
E
LA
V
UE
YOUR KEY TO
HIGHER PROFITS
DIRECT DISCHARGE
INNER LIMIT OF
OUTER LIMIT OF
LA. INTRASTATE GAS 12" P\L
TENN. GAS - 16" GAS P\L
C H
E V
R O
N
- A
B A
N D
O N
E D C
O P /L
P .T
.7
DIRECT DISCHARGE NOT TO EXCEED A
LATERAL DISTANCE OF 6500’ FROM THE
WEST JETTY.
OF WEST JETTY
OF END
WITHIN 800’
DISCHARGE
NO DIRECT
CROSSTEX GAS 12" PIPELINE
LA. INTRASTATE GAS 12" PIPELINE
M A
X
C H
E V
R O
N O
IL
" O
IL
P
IP
E L
IN
E
X
.0
P .C
.0
X
DREDGING -30’
DREDGING -27’
C
L
S
T A . 2
C
L
S
T A . 2
C
L
S
T A . 3
.0
X= 3633033.91
Y= 206638.38
DREDGING
Lat 29°04’47.253"
Lon 90°13’44.510"
BOTTOM EDGES OF CUT
X= 3
.98
CURVE NO. 2
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
C /L S
T A T
O C /L S
T A
L A
F O
U R
C H
E P
A R
IS
H L
A
P L
A N V
IE
W
K L T
K L T
K J
O
R
B R
O U
S S
A R
D
C-02
H -1
-4
W .d g n
R= 9,375.86
T=
D=
L=1,683.80’
844.17
0 36’39.96"
10 17’22.87"
CHEVRON OIL
(INACTIVE - P/L CUT AND
REMOVED FROM CHANNEL)
L
IM
IT
O F
W
R K
U P P
E R
L
IM
IT
F
W
R K
C L
S
T A
SCALE: 1’’ = 500’
500’ 500’ 1000’ 2000’1500’
A N
S I
D
:1
W P -1
-B -0
W P
-X
C/L OF CHANNEL
6" CARBON DIOXIDE P/L
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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
OF THE WATERS EDGE AS A RESULT OF DISPOSAL OPERATIONS.
HOWEVER, AT NO TIME SHALL MATERIAL RUN LANDWARD
APPARENT TOP OF BANK (TBK) OF THE SHORELINE.
100’ FEET AND NOT FARTHER THAN 300’ FROM THE
TO BUT NOT CLOSER THAN1. DISCHARGE TO BE PARALLEL
NOTES:
A P
R
IL
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
-0
F
E B
3,639,600
3,631,500
3,636,900
3,639,600
3,631,500
3,634,200
3,636,900
90°12’30"
90°14’ 0"
90°13’30"
90°13’ 0"
90°12’30"
90°14’30"
90°14’30"
90°14’ 0"
90°13’30"
90°13’ 0"
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M .L .G
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M .L .G
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
CHANNEL CROSS SECTIONS
EAST SIDE EAST SIDEWEST SIDE WEST SIDE
NOTES:
1. CHANNEL SIDE SLOPES ARE 1V ON 2H. CHANNEL BOTTOM WIDTH IS 300’.
2. CHANNEL CONDITIONS SHOWN REFLECT SURVEYS TAKEN ON 16 OCTOBER 2013.
3. C/L OF CHANNEL IS LOCATED AT "0" ON EACH CROSS SECTION.
C /L S
T A T
O
C /L S
T A
C R
O S
S S
E C
T
IO
N S
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
-0
C-03
L A
F O
U R
C H
E P
A R
IS
H L
A
A N
S I
D
K T
E S
S
IT
O R
E
R
B R
O U
S S
A R
D
K L T
K J
O
:1 w .d g n
F
E B
W P
-X
H -1
-4
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G. DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
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
CHANNEL
200+00 215+00
220+00205+00
209+55 225+00
230+00209+76
235+00210+00
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof 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 P
R
IL
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
W P -1
-B -0
NEW ORLEANS DISTRICT
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof 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
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M .L .G
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
C /L S
T A T
O
C /L S
T A
C R
O S
S S
E C
T
IO
N S
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
-0
C-04
L A
F O
U R
C H
E P
A R
IS
H L
A
A N
S I
D
K T
E S
S
IT
O R
E
R
B R
O U
S S
A R
D
K L T
K J
O
:1 w .d g n
F
E B
W P
-X
H -1
-4
CHANNEL CROSS SECTIONS
EAST SIDE EAST SIDEWEST SIDE WEST SIDE
NOTES:
1. DESIGN GRADE TRANSITIONS FROM -27.0’ TO -30.0’ M.L.G.
BETWEEN C/L STA. 240+00 AND C/L STA. 245+00.
2. CHANNEL SIDE SLOPES ARE 1V ON 2H. CHANNEL BOTTOM WIDTH IS 300’.
3. CHANNEL CONDITIONS SHOWN REFLECT SURVEYS TAKEN ON 16 OCTOBER 2013.
4. C/L OF CHANNEL IS LOCATED AT "0" ON EACH CROSS SECTION.
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
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
CHANNEL
260+00 285+00
280+00255+00
250+00 275+00
A P
R
IL
W P -1
-B -0
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
DESIGN GRADE -30.0’ M.L.G.DESIGN GRADE -30.0’ M.L.G.
245+00 270+00
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -27.0’ M.L.G.
265+00240+00
NEW ORLEANS DISTRICT
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof 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
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
-40
-50
C /L S
T A T
O
C /L S
T A
C R
O S
S S
E C
T
IO
N S
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
-0
C-05
L A
F O
U R
C H
E P
A R
IS
H L
A
A N
S I
D
K T
E S
S
IT
O R
E
R
B R
O U
S S
A R
D
K L T
K J
O
:1 w .d g n
F
E B
W P
-X
H -1
-4
CHANNEL CROSS SECTIONS
NOTES:
1. CHANNEL SIDE SLOPES ARE 1V ON 2H. CHANNEL BOTTOM WIDTH IS 300’.
2. CHANNEL CONDITIONS SHOWN REFLECT SURVEYS TAKEN ON 16 OCTOBER 2013.
3. C/L OF CHANNEL IS LOCATED AT "0" ON EACH CROSS SECTION.
EAST SIDE EAST SIDEWEST SIDE WEST SIDE
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
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
310+00 335+00
305+00 330+00
300+00 325+00
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
295+00 320+00
315+00290+00
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
A P
R
IL
C/L
CHANNEL
W P -1
-B -0
DESIGN GRADE -27.0’ M.L.G.
DESIGN GRADE -30.0’ M.L.G.
THEORETICAL SECTIONS
150’ 150’
300’
150’ 150’
300’
C/L CHANNEL C/L CHANNEL
NOTES:
2. ALL STATIONS ARE CENTERLINE STATIONING.
3. ALL ELEVATIONS ARE IN MLG.
WESTERN BOTTOM EDGE OF CUT
CHANNEL CENTERLINE
EASTERN BOTTOM EDGE OF CUT
DESIGN GRADE -30.0 MLGDESIGN GRADE -27.0 MLG
C /L S
T A
CROSSING
PIPELINE
CHEVRON OIL
E N
D D
R E
D G
IN
G
B E
G
IN
D
R E
D G
IN
G
C /L S
T A
1. GROUNDLINE TAKEN FROM SURVEY DATED MARCH 7, 2013.
PROFILE
NOT TO SCALE
THEORETICAL SECTION FOR STATIONS 200+00 TO 240+00
C/L STA. 245+00.
-30.0’ M.L.G. BETWEEN C/L STA. 240+00 AND
DESIGN GRADE TRANSITIONS FROM -27.0’ TO
NOTE:
THEORETICAL SECTION FOR STATIONS 245+00 TO 330+00
NOT TO SCALE
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
C-06
K L T
R
B R
O U
S S
A R
D
K L T
K J
O
:1
C /L S
T A T
O C /L S
T A
L A
F O
U R
C H
E P
A R
IS
H L
A
P R
O F
IL
E A
N D T
H E
O R
E T
IC
A L S
E C
T
IO
N S
195+00
-15
-20
-25
-30
-35
-40
E L E
V A
T
IO
N M .L .G
210+00 225+00 240+00 255+00 270+00 285+00 300+00 315+00 330+00 345+00
-15
-20
E L E
V A
T
IO
N M .L .G
-25
-30
-35
-40
H -1
-4
W .d g n
F
E B
GAS
INTRASTATE
LOUISIANA
AND C/L STA. 245+00
BETWEEN C/L STA. 200+00
FROM -27.0’ TO -30.0’ MLG
DESIGN GRADE TRANSITION
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof 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
W P -1
-B -0
W P
-X
A N
S I
D
A P
R
IL
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
-0
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