14-B-0053_Am_0002_Drawings.pdf
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- Solicitation number
- W912P8-14-B-0053
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Drawings for Amendment 0002
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Other files
| File | Type | Posted |
|---|---|---|
| AwardResults16C0054.pdf | ||
| PostedAbstract.pdf | ||
| Am_0004.pdf | ||
| Am_0001.pdf | ||
| W912P8-14-B-0053_Solicitation.pdf | ||
| 14-B-0053_Amendment_0003.pdf | ||
| Am_0002_.pdf |
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Text version
E X
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MAXIMUM INITIAL ELEVATION
+4.5' NOT TO EXCEED 5.0'
1,200-FOOT BUFFER
X 3940302.534
Y 248766.045
X 3938491.555
Y 248586.465
X 3935764.142
Y 246626.777
X 3934774.460
Y 245500.807
Y= 217,475 X= 3,957,172
Y= 218,290 X= 3,957,680
NORTH CELL
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Y 220704.179
X 3962745.323
Y 220603.899
X 3931919.284
Y 243851.863
X 3931469.839
Y 235243.333 Y 233943.018
X 3954942.551
Y 235842.487
X 3954691.975
Y 232650.546
-4.0' M.L.G X 40'
FLOTATION CHANNEL
IN
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NOT TO EXCEED +7.5' PROPOSED PENINSULAS
MAXIMUM ELEVATION +7.0'
NOT TO EXCEED +7.5'
PROPOSED PENINSULAS
MAXIMUM ELEVATION +7.0'
NOT TO EXCEED +7.5'
PROPOSED PENINSULAS
MAXIMUM ELEVATION +7.0'
NOT TO EXCEED +7.5'
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SHELL 8"
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SHELL 8"
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CADRO
PASS
P A S S
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SCALE
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222,000
228,000
234,000
240,000
246,000
252,000
258,000
234,000
240,000
246,000
252,000
258,000
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29°05' 0"
29°06' 0"
29°07' 0"
29°08' 0"
29°09' 0"
29°10' 0"
29°11' 0"
29°12' 0"
29°05' 0"
29°08' 0"
29°09' 0"
29°10' 0"
29°11' 0"
29°12' 0"
29°06' 0"
222,000
29°07' 0"
228,000
1- 2" & 1-3" GAS PIPELINES
ENERGY, INC.
CLAYTON WILLIAMS
(DO NOT DISTURB)
EXISTING DOCK
4" FLOWLINE
PROPOSED DUNE
SILT SCREEN
REQUIRED
MATERIAL
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(NO EXCAVATION ALLOWED)
ACCESS CORRIDOR
OF THIS BOUNDARY LINE
NO ACCESS ALLOWED NORTH
ALLOWED)
(NO EXCAVATION
ACCESS CORRIDOR
100-FOOT
EL. - 80.0' MLG
APPROX. C/L STA. 92+51
1- 12" OIL PIPELINE
NEW DELTA PIPELINE
CRIMSON GULF
APPROX. EL. -100.0'
APPROX. C/L STA. 119+92
1- 6 5/8" GAS PIPELINE
FIELDWOOD ENERGY
EL. -45.0' MLG
APPROX. C/L STA. 72+64
1- 12" OIL PIPELINE
OLD DELTA PIPELINE
CRIMSON GULF
(NO EXCAVATION ALLOWED)
150' ACCESS CORRIDOR
X 3955304.959
Y 229506.599
X 3956366.140
Y 228567.163
X 3957176.547
Y 223604.729
X 3958438.093
Y 222454.663
-4.0' M.L.G X 40'
FLOTATION CHANNEL
150' ACCESS CORRIDOR
(NO EXCAVATION ALLOWED)
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U .S
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ENERGY, INC.
1- 6" GAS PIPELINES
HIGH POINT
2- 16" GAS PIPELINES
APPROX. C/L STA. 280+00.00
EL. -40.0' M.L.G.
WHITNEY OIL & GAS
PROPOSED 4" FLOWLINE
EL. 8.0' BELOW EXISTING
MUDLINE
MAX ELEVATION +8.0' MLG
(CASTILLE DISPOSAL SITE)
FRESHWATER RESERVOIR
MAX ELEV +8.0' MLG
DISPOSAL SITES
SAWDUST BEND
MAX ELEV +7.5' MLG
MARSH CREATION SITE
NEW WEST BAY
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PROPOSED PENINSULAS
PROPOSED WETLAND
RESTORATION AREAS
AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH
PREPARED FROM BUMP PHOTOS FLOWN IN 2015.
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
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P T. G
P T. F
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P T. H
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PT. A
PT. B
PT. C
PT. D
PT. E
PT. F
PT. G
PT. H
PT. I
PT. J
PT. K 3,944,542.50
X COORDINATE
3,944,437.50
3,945,225.70
3,947,054.40
3,945,987.08
3,946,146.10
3,945,543.56
3,945,537.01
3,949,001.50
3,945,183.48
3,945,190.03
LIMITS OF BORROW AREA
Y COORDINATE
247,399.50
247,833.90
244,023.40
241,435.50
242,880.33
241,632.90
241,625.16
242,135.02
242,130.48
241,620.61
241.612.30
B .H .P
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A.H.P.
MILE 1.0
NEW ORLEANS DISTRICT
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U .S
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252,000
246,000
249,000
246,000
249,000
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29°10'30"
29°10'30"
29°09'30"
29°10' 0"
29°09'30"
29°10' 0"
0 500' 1000'
SCALE
SHEET C-08
GENERAL NOTE 3,
LOCATIONS, SEE
POSSIBLE DEBRIS
S H
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S E E G
E N
E R
A L N
O T E
T E
M P
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A R
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DISPOSAL AREA FOR
D
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N D
IS
P O
S A
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PRIOR TO TAKING OF SAMPLES.
CONTRACTING OFFICER'S REPRESENTATIVE
FINAL LOCATION TO BE VERIFIED BY
(SEE SHEET C-08 FOR COORDINATES)
BD 1 - BORROW GRAB SAMPLE LOCATIONS
LEGEND
BD8
IS
P O
S A
L A
R E
A P
R O J E
C T -2
PT. C
DASHED TICKS.
BD7
SUBMERGED DEFLECTING DIKE
WEST HEADLAND 7
PT. D
M
IS
S
IS
S
IP
P I
R
IV
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B A
T O
N R
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G E T
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H E G
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C-03
LEGEND:
CHANNEL CENTERLINE
MILE MARKER
GAGE
LIGHT
CHANNEL BOTTOM
EDGE OF CUT
BD1
BD5
AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH
PREPARED FROM BUMP PHOTOGRAPHY FLOWN IN 2015.
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
BD2
LIGHT NO. 13
SOUTH PASS
BD3
BD4
0+00=HEAD 3(NGS) 0+00=HEAD 3(NGS)
HEAD
LIM
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O R R
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P/L ACCESS
P /L A
C C
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S A
G E
L E
V F
T
E N
T E
R G
Y P
O W
E R
L
IN
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S O
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H W
E S
T P
A S
S
X 3938499.432
Y 248586.963
CROSSING
MISSISSIPPI RIVER
DISPOSAL AREA FOR
P L
A N W
E S
T B
A Y D
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P O
S A
L A
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X 3931919.284
Y 243851.863
X 3931469.839
Y 235243.333
X 3935764.142
Y 246626.777
X 3940302.534
Y 248766.045
ISLANDS CREATED DURING
PILOTTOWN ANCHORAGE
DREDGING
SUBMERGED P/L TO BE
INSTALLED ACROSS
CHANNEL BETWEEN
MILES 1.2 AHP AND 1.4 AHP
SITE
BORROW
HDDA
MILE
1.
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Y 249934.296
MILE 1.4 AHP
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MILE 1.2 AHP
C/L CHANNEL
X 3943408.108
Y 248909.939
D
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D
IS
P O S
A L
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SHELL 8"
AND
16" CRUDE
CRIMSON GULF
SCALE
2000'1000' 0
6 5/8" G A S P
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F
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M A
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IDENTIFICATION
SHEET
D A
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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
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IA
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,9
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,0
240,000
246,000
252,000
240,000
246,000
252,000
' 0
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'3
' 0
'3
' 0
'3
' 0
'3
' 0
'3
' 0
'3
' 0
'3
' 0
'3
' 0
'3
' 0
'3
' 0
29°08' 0"
29°08'30"
29°09' 0"
29°09'30"
29°10' 0"
29°10'30"
29°08' 0"
29°08'30"
29°09' 0"
29°09'30"
29°10' 0"
29°10'30"
BUDMAT ISLAND
WEST BAY
MARSH CREATION SITE
MAX ELEV +7.5' MLG
J
U N
E
S .A .C
W
A M
E N
D E
D .d g n
A U
G U
S T
R E
V
IS
E D W
E S
T B
A Y D
IS
P O
S A
L A
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A A
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M A
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P O
S A
L E
L E
V A
T
IO
N
AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH
PREPARED FROM BUMP PHOTOS FLOWN IN 2015.
DASHED TICKS.
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
A R
E A
A N
C H
O R
A G
E
P
IL
O T T
O W
N
A Z . 1
°3
'3
-4
-3
-3
-3 5-3
-33
-3
-31
-31
-3
-3
-2
-2
-27
-2
-26
-25
-25
-25
-25
-2
-25
-25
-2
-25
-25
-2
-24
-2
-2
-2
-2
-24
-2
-2
-2
-2
-24 -24 -2
-2
-24
-23
-2
-2 3-2
-2
-2
-2
-23
-23
-23
-2
-2
-2
-23
-2
-2
-23-2
-2
-2
-2
-22
-2
-22
-22 -2
-2
-22
-22-22
-22
-2
-2
-21
-2
-2
-21
-20
-20
-2
-20
-2
-20
-20
-20
-20
-1
-19
-1
-19
-1
-19
-1
-19
-19
-19
-19
-1
-19
-1
-19
-19
-1
-18
-1
-18
-18
-1
-18
-18
-18
-18
-18
-18
-18
-1
-18
-18
-1
-1
-1
-1
-1
-17
-17
-17
-17
-17
-1
-17
-1
-16
-1
-1
-1
-16
-16-16
-16
-16
-16
-1
-1 6 -1
-16
-1
-15
-15
-1
-15
-1
-15
-1
-1
-15
-1
-15 -1
-15
-15
-1 5 -1
-15
-1
-1
-14
-14
-14
-14
-1
-1
-1
-14
-14
-14
-1
-1
-1 4 -1
-1
-1
-13
-13
-1
-1
-13
-13
-1
-13
-1 3 -1
-1
-1
-1
-13
-13 -1
-1
-1
-12
-12
-1
-1
-12
-1
-1
-12 -1
2 -1
-12
-12
-12
-11.4
-11
-1
-11
-1
-11
-11
-11
-11
-11
-1
-10
-1
-10
-1
-9.8 -9.8
-10
-10
-10
-10
-9
-9
-9
-9
-9
-9
-9
-8.6
-8
-8
-8
-8
-8
-8.3
-8
-8
-8
-8
-8
-7
-7
-6.9
-6.7
-6.6
-6
-6.3
-6.1
-5.9
-6
-5.8
-6
-6
-5.7
-6
-5.5
-5.3
-5
-5
-5
-5
-5.0
-4.9
-4.8
-4.8
-4.7
-4.6
-4.6
-4.5
-5
-4.5
-4.5
-4.4
-4.4
-4
-4
-4.3
-4.3
-4.3
-4.2 -4.2
-4
-4.2
-4.1
-4.1
-4.1
-4.0
-4
-4.0
-3.9
-3.9
-3.9
-3.9
-3.8
-3.8
-3.8
-3.7
-4
-4
-3.7
-3.7
-3.7
-3.6
-3.6
-3.6
-3.6
-3.5
-3.5
-3.5
-4
-3.4
-3.4
-3.4
-3.4
-3.4
-3
-3
-3
-3.2
-3.2
-3.2
-3.1
-3.1
-3.0
-3.0
-3.0
-3.0
-2.9
-3
-2.9
-2.9
-2.9
-3
-3
-2.8
-3
-3
-3 -2.5
-3
-2.5
-2.5
-2.4
-2
-2
-2.3
-2
-2
-2.3
-2.3
-2.3
-2.3
-2.2
-2.2
-2.2
-2
-2
-2.2
-2.2
-2.2
-2.2 -2.1
-2.1
-2.1
-2.1
-2
-2
-2.1
-2.0
-2
-2
-2
-2
-2.0
-2.0
-2.0
-1.9
-1.8
-2
-1.8
-1.7
-1.7
-1.7
-1.6
-2
-1.6
-1.5
-1.5
-1.5
-2
-1.4
-1.4
-1
-1
-1
-1
-1.4
-1.4
-1.4
-1.3
-1
-1.3
-1.2
-1.2
-1.1
-1.1
-1.0
-1.0
-1.0
-1
-1
-0.8
-0.8
-1
-1
-0.6
-0.2
E X
IS
T
IN
G N
A V
IG
A T
IO
N
C H
A N
N E
L
S A
G E
L E
V F
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PASS
PASS
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OUTRE
BRANDT PASS
SITE
BORROW
HDDA
A
HORSES
HOE P
OND
H O
P P
E R D
R E
D G
E
D
IS
P O
S A
L A
R E
A P
R O J E
C T -2
LEGEND:
H E
A D O
F P
A S
S E
S
A N
S I
D
W P
-X
X 3956346.99
Y 249251.40
X 3956071.62
Y 248080.31
X 3955657.38
Y 246345.16
Y 245854.14
X 3955541.83
X 3955452.84
Y 245376.22
X 3955443.13
Y 244862.73
X 3955583.65
Y 242732.270
X 3956070.68
Y 236169.90
,9
,0
,0
,0
,0
,0
,0
,0
,0
,0
240,000
250,000
260,000
240,000
250,000
260,000
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
' 0
29°09' 0"
29°10' 0"
29°11' 0"
29°12' 0"
29°09' 0"
29°10' 0"
29°11' 0"
29°12' 0"
' 0
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH
0 3000'1500'
SCALE
PREPARED FROM BUMP PHOTOGRAPHY FLOWN IN 2015.
(I N
A C T
IV
E
A T
T T
E L E P
H O
N E C
A B L E
C
O V
E R
(P E
R M
IT
S
H O
W S
E L -3
.0
-1
O
IL
P
IP
E L
IN
E
U N
K N
O W
N
E L . -7
.0
-6 " P
IP
E
L
IN
E U
N K
N O
W N
200' ACCESS
CORRIDORS
PROPOSED
PENINSULAS
PILOTTOWN
SAVAGE ISLAND
BRANDT ISLAND
0' A
C C E S S C
O R R
ID
O R
A
LO
N G E
X
IS
TI
N
G P
E N
IN
S U
LA
DASHED TICKS.
CORRI
DOR
ACCES
S
8" GAS PIPELINE
PIPELINE CO.
KINETICA PARTNERS LLC
E L . -7
.0
" G
A S P
IP
E L
IN
E
K
IN
E T
IC
A P
A R
T N
E R
S L
L C
E L -7
.5
G A S P
IP
E L
IN
E H
IG
H P
O
IN
T
GAS - 18" PIPELINE
HIGH POINT
A C
C E
S S C
O R
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ID
O R
E X
IS
T
IN
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E
M
IL
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M
IL
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M
IL
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M
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MI
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MI
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MILE
15 16
MARSH DISPOSAL AREAS
ACCESS CORRIDORS
PENINISULAS
IN
P
L A
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(A B
A N
D O
N E
D -6 " G
A S P
IP
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IN
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N K
N O
W N
E L -7 .0
C
R
IM
S O
N G
U L F C
R U
D E
CRUDE PIPELINES
SHELL 8"
AND
16" CRUDE
CRIMSON GULF
CRUDE PIPELINES
SHELL 8"
AND
16" CRUDE
CRIMSON GULF
NEW ORLEANS DISTRICT
S O
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A T
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N N
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D B
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2 3
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4 5
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B
M A
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D B
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D A
T E
M A
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D E
S C
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N
C O
N T
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C T N
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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
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N E
W O
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A N
S L
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IA
N A
PENINISULA POINTS
J U
N E
D
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P O
S A
L A
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A S
P L
A N D
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A W
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D
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ID
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A C C E S S
W
A M
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D E
D .d g n
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S .A .C
FLOTATION ACCESS
ALLOWED WITHIN
PASS A LOUTRE
FL
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ACCES
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ALL
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HI
N
PASS
A L
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S O
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M A
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C O
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C T N
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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
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N E
W O
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A N
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T R
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N E
W O
R L E
A N
S L
O U
IS
IA
N A
(INACTIVE)
AT&T TELEPHONE CABLE
10' COVER)
(PERMIT SHOWS
EL. -38.0'
1-10" OIL PIPELINE
UNKNOWN
EL. -7
2.0'1-6"
PIP
ELINEUNKNOWN
IN P
LACE)(ABANDONED1-6"
PIP
ELINEUNKNOWN
EL. -72.5'
18" GAS PIPELINE
HIGH POINT
MILE
MILE
3M
IL
E
EL. -70.0'
12" CRIMSON GULF CRUDE
ALLOWED)
(NO EXCAVATION
ACCESS CORRIDOR
100-FOOT
1,200-FOOT BUFFER
1,200-FOOT BUFFER
EL. -45.0' MLG
APPROX. C/L STA. 72+64
1- 12" OIL PIPELINE
OLD DELTA PIPELINE
CRIMSON GULF
EL. - 80.0' MLG
APPROX. C/L STA. 92+51
1- 12" OIL PIPELINE
NEW DELTA PIPELINE
CRIMSON GULF
APPROX. EL. -100.0'
APPROX. C/L STA. 119+92
1- 6 5/8" GAS PIPELINE
FIELDWOOD ENERGY
HIGH POINT
2- 16" GAS PIPELINES
APPROX. C/L STA. 280+00.00
EL. -40.0' M.L.G.
MUDLINE
EL. 8.0' BELOW EXISTING
PROPOSED 4" FLOWLINE
WHITNEY OIL & GAS
(DO NOT DISTURB)
EXISTING DOCK
X 3958446.060
Y 220704.179
X 3962745.323
C A
D R
O
P A S S
PAS
S
CADRO
E X T
SILT SCREEN
REQUIRED
4" FLOWLINE
PROPOSED DUNE
Y= 217,475 X= 3,957,172
Y= 218,290 X= 3,957,680
1- 2" & 1-3" GAS PIPELINES
ENERGY, INC.
CLAYTON WILLIAMS
1- 6" GAS PIPELINES
ENERGY, INC.
CLAYTON WILLIAMS
NORTH CELL
O F T
H
IS
B
O U
N D
A R
Y L
IN
E
N O A
C C
E S
S A
L L
O W
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T H
A L L
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A C
C E
S S C
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MATERIAL
EXCAVATED
SCALE
P L
A N S
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S .A .C
R .W .B
MATERIAL
EXCAVATED
Y 220603.899
1000' 2000'
3,948,000
3,951,000
3,954,000
3,957,000
3,966,000
3,948,000
3,954,000
3,957,000
3,960,000
3,963,000
3,966,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
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89°14'30"
89°14' 0"
89°13'30"
89°13' 0"
89°11'30"
89°14'30"
89°13'30"
89°13' 0"
89°12'30"
89°12' 0"
89°11'30"
89°11' 0"
°0
'3
°0
°0
'3
°0
°0
'3
°0
°0
'3
°0
°0
'3
°0
'3
°0
°0
'3
°0
°0
'3
°0
°0
'3
°0
°0
'3
3,963,000
89°12' 0"
89°12'30"
3,960,000
X 3954942.551
Y 235842.487
Y 233943.018
X 3954691.975
Y 232650.546
X 3955304.959
Y 229506.599
X 3956366.140
Y 228567.163
X 3957130.043
Y 228212.309
X 3958176.595
Y 227052.230
X 3957176.547
Y 223604.729
MAX ELEV +8.0' MLG
(CASTILLE DISPOSAL SITE)
FRESHWATER RESERVIOR
MAX ELEV +8.0' MLG
DISPOSAL SITES
SAWDUST BEND
SEE NOTE 9, DWG C-07)
(NO EXCAVATION ALLOWED,
150' ACCESS CORRIDOR
SEE NOTE 9, DWG C-07)
(NO EXCAVATION ALLOWED,
150' ACCESS CORRIDOR
(SEE NOTE 8, DWG C-07)
-4.0' M.L.G X 40'
FLOTATION CHANNEL
N E
W S
H E
E T A
D D
E D
J
U N
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S .A .C
D
IS
P O
S A
L A
R E
A S
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/2
(SEE NOTE 8, DWG C-07)
-4.0' M.L.G X 40'
FLOTATION CHANNEL
PO
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PASS
PO
W
ERLI
NE
ENTE
RG
Y O
VHD
D
EN
N
IS
P
ASS
X 3955501.687
2.5'
2.5'
3' 3'
2'
2'
3.5'
3.5'
2' 3.5'
4'
4.5'
3'
3'
2' 3'
4.5'
5'
3'
5'
2.5'
4.5'4'
5.5'
6.6'
5.5'
3.5'
6'
6'
6'
5'
2'
5'
(NO EXCAVATION ALLOWED)
150' ACCESS CORRIDOR
AND DENNIS PASSES
FROM WITHIN CHENIER
BORROW ALLOWED
DIKE. ACCESS AND
REQUIRED CLOSURE
5.5L B H P
A P P R
O X M
ILE
U
G U
S T
W .d g n
MLG ELEVATION
22 JUN 16 AND AND ARE NOT REDUCED TO
WATER DEPTHS/ SOUNDINGS OBTAINED ON
AND CASTILLE DISPOSAL SITES REFLECT
NUMBERS SHOWN WITHIN SAWDUST BEND
NOTE:
CHANNEL CENTERLINE
MILE MARKER
GAGE
LEGEND:
AZIMUTHS ARE GRID TURNED CLOCKWISE FROM ZERO NORTH
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
PREPARED FROM BUMP PHOTOS FLOWN IN 2015.
DASHED TICKS.
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
CHANNEL BOTTOM
EDGE OF CUT
PROPOSED PENINSULAS
PROPOSED WETLAND
RESTORATION AREAS
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
VARIES 180' (APPROX)
-40.0
-30.0
-20.0
-10.0
ZERO (0)
10.0
20.0B O
R R
O W A
R E
A E
A S
T L
IM
IT
O
F
B O
R R
O W A
R E
A B
O T
T O
M E
D G
E C
U T
6 (APPROX)
VARIES 180' (APPROX)
-40.0
-30.0
-20.0
-10.0
ZERO (0)
10.0
20.0B O
R R
O W A
R E
A E
A S
T L
IM
IT
O
F
B O
R R
O W A
R E
A B
O T
T O
M E
D G
E C
U T
6 (APPROX)
B O
R R
O W A
R E
A B
O T
T O
M E
D G
E C
U T
6 (APPROX)
180' (APPROX)
B O
R R
O W A
R E
A W
E S
T L
IM
IT
O
F
-40.0
-30.0
-20.0
-10.0
ZERO (0)
10.0
20.0
* VARIES
DEPENDING UPON MATERIAL ENCOUNTERED
* SIDE SLOPES VARIE BETWEEN 1V ON 30H AND 1V 0N 50H
* VARIES
NOT TO SCALE
NOT TO SCALENOT TO SCALE
AND DOWNSTREAM OF HEADLAND DIKE
WITHIN PASS A' LOUTRE
THEORETICAL BORROW SECTION
300' +/-
CROWN WIDTH
CREATED PENINSULA
NEWLY
E L E
V A
T
IO
N S I
.L .G
E L E
V A
T
IO
N S I
.G
C-07
A N
S I
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S .A .C
R .W .B
:1
/1
/2
W P
-X
H -1
-4
P L
A Q
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M
IN
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A R
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H L
A
M
IS
S
IS
S
IP
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B A
T O
N R
O U
G E T
O T
H E G
U L F
W P -1
-B -0
THEORETICAL PENINSULA DISPOSAL SECTION
EL. -30.0' AND -40.0'
VARIES BETWEEN
EL. -30.0' AND -40.0'
VARIES BETWEEN
EL. -30.0' AND -40.0'
VARIES BETWEEN
(S .W P
A S
S
B O
R R
O W A
R E
A W
E S
T L
IM
IT
O
F
AND ADJACENT TO S.W. PASS
FROM HEADLAND DIKES
PASS A' LOUTRE UPSTREAM
WITHIN SOUTH PASS AND
THEORETICAL BORROW SECTION
E L E
V A
T
IO
N S I
.G
HEADLAND DIKES
BOTTOM EDGE OF CUT AND THE
BE MAINTAINED BETWEEN THE
* A MINIMUM DISTANCE OF 500' WILL
S C
O T
T A
C L E
M E
N T
K E
IT
H J
O 'C
A
IN
H E
A D O
F P
A S
S E
S
T H
E O
R E
T
IC
A L S
E C
T
IO
N S
-40.0
-30.0
-20.0
-10.0
ZERO (0)
10.0
20.0 E
L E
V A
T
IO
N S I
.G
(MAX)
150'
WITHIN PASS A LOUTRE
FLOATATION ACCESS CHANNEL
NOT TO SCALE
EL. -8.0 M.L.G. (MAX)
B O
T T
O M E
D G
E C
U T
B O
T T
O M E
D G
E C
U T
+7.5 (MAX) M.L.G.
EL. +7.0 TO
POINT X COORDINATE Y COORDINATE
PENINSULA COORDINATES
1 3964721 263135 2 3964361 259963 3 3966143 262974 4 3965883 260682 5 3968653 263071 6 3968048 260787 7 3968413 260950 8 3970175 261739 9 3970358 263355
3970503 260242
3963812 257247 3964840 256064
POINT X COORDINATE Y COORDINATE
PENINSULA COORDINATES
3970991 258817
3972360 259430
3971577 257509
3973404 257098
3969585 254737
3972839 256193
3971883 254122
3974343 255223
3966802 250826 3967413 251318
POINT X COORDINATE Y COORDINATE
PENINSULA COORDINATES
3968738 252386
3970157 251978 3968558 250690 3969727 248533
3966601 248679 3968131 248651
H O
P P
E R D
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C T -2
NEW ORLEANS DISTRICT
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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
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N E
W O
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IA
N A
NOT TO SCALE
40' MAX
BOTTOM WIDTH
TOP WIDTH 150' MAX
EL. -4.0 MAX
REPOSE
NATURAL ANGLE OF
REPOSE
NATURAL ANGLE OF
J
U N
E
S .A .C
W
A M
E N
D E
D .d g n
SECTION - SAWDUST BEND
THEORETICAL ACCESS DREGING
B E
N D
S E
C T
IO
N W
H E
R E A
L L
O W
E D A
T S
A W
D U
S T
A D
D E
D T
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IC
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IN
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A
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U S
T
0.0 NAVD88 =+3.2' MLG
GAGE ZERO =
0.0 NAVD88 = +3.32' M.L.G.
GAGE ZERO =
GAGE INFORMATION
GAGE LOCATION AND DESCRIPTION
WEST HEADLAND 7 SET ON DOWNSTREAM SIDE OF
DIKE, BETWEEN EXISTING GAGE AND EAST BANK
STAFF GAGE LOCATED AT HEAD OF PASSES
STAFF GAGE LOCATED AT CRESCENT RIVER PORT
PILOT'S DOCK AT PILOTOWN, LA.
1) SHOULD THE CONTRACTOR ELECT TO PLACE MATERIAL, BORROWED FROM THE HDDA SITE, WITHIN THE WEST BAY MARSH CREATION AREA, THE DISCHARGE LINE SHALL BE TRENCHED AND ANCHORED, IF NECESSARY, ACROSS THE SW PASS NAVIGATION CHANNEL WITH THE TOP OF PIPE TO BE INSTALLED AND MAINTAINED AT OR BELOW ELEV -49.0' M.L.G. THIS CRITERIA MUST APPLY FOR A MINIMUM OF 20' BEYOND THE BOTTOM EDGES OF CUT OF THE 750' NAVIGATION
CHANNEL, AND ADJUSTED TO ACCOUNT FOR ANY SKEW IN THE PIPELINE.
2) MATERIAL THAT IS DREDGED FROM WITHIN THE MISSISSIPPI RIVER CHANNEL, IN ORDER TO PLACE THE TEMPORARY DREDGE CROSSING AT OR BELOW THE MINIMUM REQUIRED GRADE OF -49.0' M.L.G SHALL BE DISPOSED OF INSIDE AND ALONG THE NORTH SHORELINE OF PASS A LOUTRE WITHIN THE HOPPER DREDGE DISPOSAL SITE. THIS DISPOSAL SHALL ALSO OCCUR EAST OF THE WESTERN-MOST DEFLECTION DIKE IN ORDER TO AVOID IMPACTS TO THE WESTERN
SIDE OF THE HDDA SITE.
3) UPON COMPLETION OF WORK, THE ENTIRE PIPELINE SHALL BE REMOVED FROM THE MISSISSIPPI RIVER.
4) IN ORDER TO MINIMIZE THE RISK OF COLLISION BETWEEN SHIPPING/TOWING INTEREST AND THE CONTRACTOR, THE CONTRACTOR SHALL PROVIDE A TRAFFIC COORDINATOR ON A 24-HOUR PER DAY BASIS WHILE THE DREDGE, ATTENDENT PLANT, OR ANY EQUIPMENT IS OPERATING WITHIN THE NAVIGABLE PORTION OF THE MISSISSIPPI RIVER. THE COORDINATOR FOR EACH SHIFT SHALL BE A LICENSED U.S. COAST GUARD MASTER PILOT. UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, A COORDINATOR SHALL BE LOCATED ABOARD THE DREDGE/PLANT AT ALL TIMES. THE COORDINATOR SHALL USE THE APPROPRIATE COMMUNICATION EQUIPMENT TO ADVISE SHIPPING, TOWING INTERESTS, AND THE DREDGE CREW OF THE CURRENT STATUS OF TRAFFIC AND OTHER PERTINENT INFORMATION. NO DREDGE CREW MEMBER SHALL BE
USED IN A DUAL CAPACITY TO SATISFY THIS REQUIREMENT.
5) VESSEL TRAFFIC SERVICE (VTS). VTS IS CURRENTLY OPERATING ON THE MISSISSIPP RIVER IN THE NEW ORLEANS DISTRCT.
THE CONTRACTOR SHALL COMPLY WITH VTS WHILE THE CONTRACTOR'S DREDGE, ATTENDENT PLANT, OR ANY EQUIPMENT IS IN THE MISSISSIPPI RIVER (I.E. DURING MOBILIZATION, PIPELINE INSTALLATION, AND SET-UP OF THE CONTRACTOR'S DREDGE ATTENDENT PLANT, AND ALL EQUIPMENT; DURING THE ENTIRE DURATION OF THE CONTRACT; AND UNTIL THE CONTRACTOR'S DREDGE, PIPELINE, AND ALL OTHER EQUIPMENT DEMOBILIZED FROM THE SITE). THE CONTRACTOR SHALL NOTIFY THE NEW ORLEANS VESSEL TRAFFIC SERVIDE (VTS) OF THEIR LOCATION AND THE NATURE OF THE NAVIGATION IMPAIRMENT CAUSED BY THEIR PIPELINE INSTALLATION AND DREDGING OPERATIONS, POINT OF CONTACT FOR THE 24-HOUR NEW ORLEANS VTS WATCH SUPERVISOR IS 504-365-2514. IF THE VTS OFFICE CANNOT BE REACHED, CONTACT THE 24-HOUR NEW ORLEANS SECTOR
OPERATIONS CENTER AT 504-365-2533.
6) IN THE EVENT THE CONTRACTOR SHOULD ELECT TO PLACE MATERIAL EXCAVATED FROM THE HDDA SITE WITHIN THE WEST BAY MARSH CREATION SITE. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION OPERATIONS WITH THE GOVERNMENT U.S.
COAST GUARD, AND RIVER PILOTS TO ENSURE THAT IMPACTS TO THE NAVIGATION INDUSTRY ARE MINIMIZED AND RESTRICTED TO THE TIME FRAMES ALLOWED IN THE CONTRACT. DURING INSTALLATION AND REMOVAL OF THE PIPELINE CROSSING THE SW PASS CHANNEL. THE CONTRACTOR SHALL COORDINATE ALL EFFORTS WITH THE GOVERNMENT, U.S. COAST GUARD, AND RIVER PILOTS IN ORDER TO ASSURE THAT SAFE NAVIGATION IS MAINTAINED DURING TIMES ALLOWED.
7) DREDGE MATERIAL WILL BE LIMITED TO A MAXIMUM INITIAL ELEVATION OF BETWEEN +7.0 FEET AND +7.5 FEET MLG. THE INITIAL BUILDUP SHALL OCCUR AT THE CHANNEL SIDE LIMIT OF THE WEST BAY MARSH CREATION SITE AND PROCEED TOWARDS THE WEST BAY OPEN WATERS WITH THE MARSH CREATION DEVELOPMENT TO BE ADJACENT TO AND ALONG THE BAY SIDE OF THE
EXISTING WETLANDS.
NEW ORLEANS DISTRICT
S O
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4 5
A
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M A
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A P
P R
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B E
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S U
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T E
D B
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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
C-08
A N
S I
D
S C
O T
T A
C L E
M E
N T
K E
IT
H J
O 'C
A
IN
S .A .C
R .W .B
:1
/1
/2
W P
-X
H -1
-4
P L
A Q
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IN
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A R
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H L
A
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A D O
F P
A S
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S
M
IS
S
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IP
P I
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IV
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B A
T O
N R
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G E T
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H E G
U L F
W P -1
-B -0
SAMPLE X-COORDINATE Y-COORDINATE
BD1
BD2
BD3
BD4
BD5
BD6
BD7
BD8
3,945,521.61 246,066.15
3,945,212.76 245,005.50
3,945,207.91 243,944.85
3,945,203.05 242,884.20
3,946,273.41 245,000.65
3,946,268.56 243,940.00
3,947,324.35 242,874.50
GRAB SAMPLE COORDINATES
GENERAL NOTES:
G E
N E
R A
L N
O T
E S A
N D G
A G
E I
N F
O R
M A
T
IO
N
H O
P P
E R D
R E
D G
E
D
IS
P O
S A
L A
R E
A P
R O J E
C T -2
3,947,420.52 243,821.83
W
A M
E N
D E
D .d g n
1) MATERIAL DREDGED FROM WITHIN THE HDDA SITE MAY BE PLACED WITHIN THE WETLAND CREATION AREAS ALONG THE EAST SIDE OF THE SW PASS/ MISSISSIPPI RIVER SHIP CHANNEL, OR WITHIN THE
WEST BAY MARSH CREATION AREA, OR BOTH.
2) THE CONTRACTOR SHALL ESTABLISH A BASELINE FOR SURVEYS OF THE HDDA BORROW SITE AS
REQUIRED IN SECTION 02 21 10.00 12, PARAGRAPH 3.1.
3) THE INTENT OF THIS CONTRACT IS TO DREDGE THE BORROW AREA TO REMOVE MATERIAL TO A BOTTOM ELEVATION OF -40.0 FEET MLG. HOWEVER, WHERE KNOWN OBSTRUCTIONS AND DEBRIS EXISTS AND ARE SHOWN ON THE CONTRACT DRAWINGS, THE BOTTOM ELEVATION SHALL BE DREDGED TO A DEPTH OF -30.0 FEET MLG. IN THE EVENT AN OBSTRUCTION(S), OTHER THAN THOSE DEPICTED ON THE DRAWINGS, IS (ARE) ENCOUNTERED, THE GOVERNMENT RESERVES THE RIGHT TO REVISE THE TARGET ELEVATION TO
A SHALLOWER DEPTH AT THAT (THOSE) LOCATIONS.
4) THE CONTRACTOR SHALL PROVIDE A PLAN FOR CROSSING PIPELINES WITHIN OR IN THE VICINITY OF THE WETLAND CREATION AREAS TO ASSURE NO DAMAGE IS INCURRED TO THE PIPELINE(S).
WITH THE EXCEPTION OF THE ACCESS CORRIDOR FURTHEST DOWNSTREAM AND ALONG THE NORTH BANK OF PASS A LOUTRE, ALL OTHER ACCESS CORRIDORS ALONG THE EAST SIDE AND NORTH OF PASS A LOUTRE, AND LEADING FROM THE RIVER AND PASS A LOUTRE, ARE DEFINED ON THE DRAWINGS AND HAVE BEEN USED IN PRIOR DREDGING OF THE HDDA SITE. ACCESS CORRIDORS AVAILABLE FOR USE IN ACCESSING THE SAWDUST BEND AND CASTILLE DISPOSAL SITES ARE DEPICTED ON THE DARWINGS
5) GAGE INFORMATION: GAGES IN THE RIVER SHALL BE USED FOR DREDGING OF THE HDDA BORROW SITE. SEPARATE VERTICAL CONTROL LEVELS SHALL BE RUN TO ESTABLISH GAGES IN THE WETLAND CREATION AREAS. THE CONTRACTOR SHALL ESTABLISH GAGES IN THE WETLAND CREATIONS AREAS
TO MONITOR DISPOSAL AREA ELEVATIONS.
6) COORDINATES ARE IN STATE PLANE, NAD83, LOUISIANA SOUTH ZONE 1702, U.S. SURVEY FEET.
7) THE CONTRACTOR SHALL OBTAIN GRAB SAMPLES WITHIN THE REACHES TO BE DREDGED PRIOR
TO COMMENCEMENT OF DREDGING. THE GRAB SAMPLE LOCATIONS ARE DEFINED BELOW.
SAWDUST BEND AND CASTILLE/ FRESHWATER RESREVOIR DISPOSAL NOTES:
WEST BAY DISPOSAL AREA NOTES:
EAST DISPOSAL AREA NORTH OF PASS A LOUTRE NOTES:
1) IF THE CONTRACTOR ELECTS TO PLACE MATERIAL WITHIN THE WETLAND CREATION SITES ALONG THE EAST SIDE OF THE RIVER AND NORTH OF PASS A LOUTRE, THE MATERIAL SHALL BE DEPOSITED FIRST WITHIN THE MARSH CREATION AREAS C AND D. DREDGED MATERIAL PLACED WITHIN THE MARSH CREATION AREAS SHALL BE PLACED TO AN ELEVATION BETWEEN +4.5' AND +5.0' MLG. ONCE THE CAPACITY OF THESE AREAS IS EXHAUSTED, THE CONTRACTOR SHALL PROCEED TO THE PENINSULA SITES. DREDGE MATERIAL SHALL BE PLACED WITHIN THE PENINSULA CREATION AREAS TO A MAXIMUM CROWN WIDTH OF 300-FEET AT AN ELEVATION BETWEEN +7.0' AND +7.5' M.L.G.
2) MAINTAIN 300' FROM ALL STRUCTURES, PIPELINES AND UTILITIES FOR DREDGING AND DIRECT DEPOSITION OF DREDGE MATERIAL AND MAINTAIN A DISTANCE OF 500' FROM THE HEADLAND DIKES. HOWEVER, DREDGE MATERIAL PLACE ADJACENT TO STRUCTURES, PIPELINES AND UTILITIES WILL BE ALLOWED FLOW OVER THEM.
3) THE CONTRACTOR SHALL BE AWARE OF SHALLOW WATER DEPTHS IN THE DISPOSAL AREA. FLOTATION
ACCESS CHANNEL MAY BE NECESSARY FOR EQUIPMENT ACCESS.
4) THE CONTRACTOR SHALL BE AWARE OF SOFT ORGANIC TYPE SOILS WITHIN THE WETLAND CREATION AREAS
WHICH MAY CAUSE OPERATION ISSUES.
5) THE DREDGED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF THE WETLAND CREATION AREA LOCATIONS AS
SHOWN ON DRAWINGS.
6) CONTRACTOR SHALL ACCESS THE WETLAND DISPOSAL AREAS VIA ACCESS CORRIDORS AS SHOWN.
7) NOTIFCATION SHALL BE MADE 48 HOURS BEFORE ENTERING THE REFUGE AND BEGINNING WORK. P.O.C. FOR
REFUGE IS JAMES HARRIS, 985-882-2027. EMAIL ADDRESS IS JAMES_HARRIS@FWS.GOV.
WILDLIFE AND FISHERIES.
SEPTEMBER, NOVEMBER, DECEMBER AND JANUARY UNLESS APPROVED BY THE DEPARTMENT OF
A LOUTRE WILDLIFE MANAGEMENT AREA DURING WATERFOWL SEASON DURING THE MONTHS OF
6) THE CONTRACTOR SHOULD BE AWARE THAT NO AIRBOAT ACTIVITY WILL BE ALLOWED ON THE PASS
AREA OF DENNIS PASS.
ALSO ACCESS THE CASTILLE DISPOSAL AREA FROM THE NORTH VIA EITHER THE SAWDUST BEND DISPOSAL WITHIN THE SUB-AERIAL PERIMETER BOUNDARY OF THE CASTILLE DISPOSAL AREA. THE CONTRACTOR MAY MARSH. NO EXCAVATION OF THIS ACCESS CORRIDOR WILL BE ALLOWED, NOR IS EXCAVATION ALLOWED WILL BE BACKFILLED WITH DISPOSAL MATERIAL TO A MAXIMUM OF 2 FEET ABOVE EXISTING ADJACENT OPERATIONS WITHIN THE CASTILLE DISPOSAL AREA ARE COMPLETED, THE 150 FOOT ACCESS CORRIDOR PASS TO CADRO PASS. SUBMERGED PIPELINE SHALL BE USED TO CROSS CADRO PASS. ONCE DREDGING
5) ACCESS TO THE SOUTH CELL DISPOSAL AREA MAY BE VIA THE 150 FOOT ACCESS CORRIDOR FROM SOUTH
BE LIMITED TO ATVS SUCH AS 4-WHEELERS. THESE TRIPS SHOULD BE KEPT TO MINIMUM.
PERSONNEL ACCESS ONLY. NIGHT TIME IS DEFINED AS THE HOURS BETWEEN SUNSET AND SUNRISE AND SHALL OF SEPTEMBER, NOVEMBER, DECEMBER AND JANUARY, NIGHT TIME USAGE SHALL BE RESTRICTED TO
4) DURING PEAK CAMPGROUND USAGE TIMES, INCLUDING WATERFOWL SEASON WHICH INCLUDES THE MONTHS
TO ENTER THIS AREA.
NECESSARY ON THE SOUTHEAST SIDE OF THE CASTILLE DISPOSAL AREA, AND MATERIAL WILL BE ALLOWED MATERIAL FROM ENTERING ADJACENT WATERWAYS AND PASSES. HOWEVER, NO DIKE WORK WILL BE
3) THE CONTRACTOR SHALL CONSTRUCT/ REPAIR EARTHEN DIKES AS NECESSARY, TO PREVENT DISPOSAL
PASS EXTENTION TO PRE-DISPOSAL DEPTH.
2) IF DISPOSAL MATERIAL ENTERS CADRO PASS, THE CONTRACTOR IS TO RETURN CADRO PASS AND CADRO
SAWDUST BEND DISPOSAL POLYGONS MAY BE UNCONFINED AND DOES NOT HAVE TO BE FULLY CONTAINED.
FROM THESE SITES WHERE PREVENTIVE MEASURES SHALL BE TAKEN, THE MATERIAL PLACED WITH THE THE MOUTH OF ANY EXISTING OUTLETS, AND TO PREVENT MATERIAL FROM ENTERING DENNIS PASS. ASIDE SHALL BE PERFORMED AS REQUIRED IN ORDER TO KEEP DISPOSAL MATERIAL A DISTANCE OF 1,200-FEET FROM THE EXISTING MARSH. PIPELINE PLACEMENT ADJUSTMENTS AND RETENTION/ DEFLECTION DIKE CONSTRUCTION DENNIS PASS, WITH FILLING OF THE THE SITE IN A SOUTH/ SOUTHWESTERLY DIRECTION AND ADJACENT TO PLAN IS TO CREATE A MARSH CREATION PLATFORM, BEGINNING INSIDE OF AND ALONG THE WEST BANK OF BEND DISPOSAL AREAS, WITH A MAXIMUM ELEVATION OF +8.0' M.L.G. ALLOWED. THE INTENT OF THIS DISPOSAL
1) DREDGED MATERIAL SHALL BE DEPOSITED INSIDE OF AND ALONG THE EAST BOUNDARY OF THE SAWDUST
TO ARRANGE A COORDINATION MEETING. AT 225-281-2066 OR SHANE GRANIER AT (225) 765-2800 PASS A LOUTRE WILDLIFE MANAGEMENT AREA (PLWMA). THE CONTRACTOR CONTACT EITHER MR. TODD BAKER
10) PRIOR TO ANY CLOSURE OF CADRO PASS DURING DISPOSAL, A TWO (2) WEEK NOTICE SHALL BE GIVEN TO THE
ADJACENT MARSH.
PASS AND DENNIS PASS SHALL BE BACKFILLED WITH DISPOSAL MATERIAL TO A MAXIMUM OF 2 FEET ABOVE EXISTING
9) AFTER DREDGING OPERATIONS ARE COMPLETED, THE ACCESS CORRIDORS WHICH CROSS THE BANKS OF CADRO
SEE DRAWING C-07 FOR THEORETICAL SECTION.
40 FEET WITH A MAXIMUM ELEVATION OF -4.0' M.L.G. WIDTH AT WATER SURFACE NOT TO EXCEED 150 FEET.
8) ACCESS CORRIDORS THAT ARE ALLOWED TO BE EXCAVATED, SHALL BE TO A MAXIMUM BOTTOM WIDTH OF
AT THE SOUTHERN LIMIT OF THE DISPOSAL SITE.
SHALL BE FROM EAST TO WEST VIA SEVERAL PASSES, GRADUALLY WORKING SOUTH TOWARDS CADRO PASS OF CASTILLE DISPOSAL AREA, WITH MAXIMUM FILLING OF THE SITE IN A WESTERLY DIRECTION. FILLING CASTILLE DISPOSAL AREA TO A MAXIMUM ELEVATION OF +8.0' MLG, BEGINNING IN THE NORTHEAST CORNER
7) DREDGED MATERIAL SHALL BE DEPOSITED ALONG DIKE/EMBANKMENT SEPARATING THE NORTH CELL AND
J
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File details come from the government source that posted it. Updated .