sabine neches waterway: smiths bluff to beaumont turning basin · 2017. 9. 9. · 40 51 551 51 15...
TRANSCRIPT
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SUN MARINE TERMINALS
Sun Marine Terminals, Dock No. 2.Sun Marine Terminals, Dock No. 3.Sun Marine Terminals, Dock No. 4.Sun Marine Terminals, Dock No. 5.
Sun Marine Terminals, Docks A and B.
SUN MARINE TERMINALS LAY BERTHS AND NECHES RIVER MARINE & HOUSTON
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93°59'0"W
93°59'30"W
93°59'30"W
94°0'0"W
94°0'0"W
94°0'30"W
94°0'30"W
94°1'0"W
30°1
'0"N 30
°0'30
"N
µ
Sabine Neches Waterway: Smiths Bluff to Beaumont Turning BasinSabine Neches Waterway: Smiths Bluff to Beaumont Turning Basin
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-40ft.-40ft.S A B I N ES A B I N EN E C H E SN E C H E S
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Date
: 9/9/
2017
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ery: ©
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talGl
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Side S
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(Rise
: Run
)
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:
49
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URVE
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Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, ©OpenStreetMap contributors, and the GIS User CommunityEsri, DeLorme, GEBCO, NOAA NGDC, and other contributorsSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
Coordinate System: NAD 1983 StatePlane Texas South Central FIPS 4204 FeetProjection: Lambert Conformal Conic /Datum: North American 1983
NOTES:1. HORIZONTAL COORDINATES ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE NAD83 US SURVEY FEET.2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW TIDE (MLLW) DATUM.3. THIS PROJECT WAS DESIGNED BY THE GALVESTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS AND SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152.
4. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE INFORMATION PROVIDED HERE. REQUIRED BY 33 CFR 209.3255. FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WEBSITE AT: HTTP://WWW.SWG.USACE.ARMY.MIL/MISSIONS/NAVIGATION/HYDROGRAPHICSURVEYS/6. NOAA BATHYMETRY CONTOURS PRODUCED FROM HISTORIC BATHYMETRIC (HYDROGRAPHIC) SURVEYS CONDUCTED BY THE NOAA NATIONAL OCEAN SERVICE/COAST SURVEY, AVAILABLE FROM THE NATIONAL GEOPHYSICAL DATA CENTER. SURVEYS VARY AS TO SOUNDING DENSITY, ACCURACY OF DEPTH, ACCURACY OF NAVIGATION, ZERO DATUM, DATE OF SURVEY AND TYPE OF INSTRUMENTATION.
0 1.50.75Miles
Dredging Reach Extent
0 500 1,000250Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 25
25 - 3
0
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4
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0
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2
42 >
Aids to Navigation_̂ Lights
#* Red Side Aids
") Green Side Aids
XW Mooring Buoy
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Neches River light 42
Neches River Light 40A
Oiltanking Dock Channel Buoy 2
Oiltanking Dock Channel Buoy 4
Oiltanking Dock Channel Buoy 6
Oiltanking Dock Channel Buoy 8
Oiltanking Dock Channel Buoy 1Oiltanking Dock Channel Buoy 3
Oiltanking Dock Channel Buoy 5
Oiltanking Dock Channel Buoy 7
Oiltanking Terminal Dock South Light
Oiltanking Terminal Dock Middle Light
69 596869 596969 5867 576565 5362 52
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AMERPOL-SYNPOL INC
OILTANKING BEAUMONTOiltanking Beaumont, North Wharf.
Oiltanking Beaumont, South Wharf.
COASTAL MARINE INC PORT NECHES TEX
DUPONT BEAUMONT INDUSTRIAL PARK WHARVESBMLP, DUPONT BEAUMONT INDUSTRIAL PARK UPPER BARGE WHARF
MARITIME ADMINISTRATION BEAUMONT RESERVE FLEET SMALL CRAFT BASIN
E.I. du Pont de Nemours & Co., Beaumont Industrial Park Main Wharf.E. I. du Pont de Nemours & Co., Beaumont Industrial Park Lower Barge Wharves.
610+
00
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00
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.72
94°0'30"W
94°1'0"W
94°1'0"W
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94°1'30"W
94°2'0"W
94°2'0"W
94°2'30"W
30°2
'0"N
30°1
'30"N
30°1
'30"N
30°1
'0"N
µ
Sabine Neches Waterway: Smiths Bluff to Beaumont Turning BasinSabine Neches Waterway: Smiths Bluff to Beaumont Turning Basin
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460+00
-40ft.-40ft.
-36ft.-36ft.S A B I N E N E C H E SS A B I N E N E C H E SSABINESABINE
NECHESNECHES
µ
T e x a sT e x a s
U.S. Army Corps of Engineers Galveston District
µDred
ging R
each
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nt
Regio
nal E
xtent
µ
HYDR
OGRA
PHIC
SURV
EYU.
S. AR
MY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 505
+00 t
o 950
+15.4
7Sm
iths B
luff t
o Bea
umon
t Tur
ning B
asin
PORT
ART
HUR,
TEXA
S
Date
: 9/9/
2017
Mapp
ed by
: m3o
dnrvk
Scale
: 1:4,
000
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
50
of
72Ma
p:
Surve
y Date
(s):S
URVE
Y_DA
TE
: Ad
dition
al Inf
o
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, ©OpenStreetMap contributors, and the GIS User CommunityEsri, DeLorme, GEBCO, NOAA NGDC, and other contributorsSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
Coordinate System: NAD 1983 StatePlane Texas South Central FIPS 4204 FeetProjection: Lambert Conformal Conic /Datum: North American 1983
NOTES:1. HORIZONTAL COORDINATES ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE NAD83 US SURVEY FEET.2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW TIDE (MLLW) DATUM.3. THIS PROJECT WAS DESIGNED BY THE GALVESTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS AND SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152.
4. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE INFORMATION PROVIDED HERE. REQUIRED BY 33 CFR 209.3255. FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WEBSITE AT: HTTP://WWW.SWG.USACE.ARMY.MIL/MISSIONS/NAVIGATION/HYDROGRAPHICSURVEYS/6. NOAA BATHYMETRY CONTOURS PRODUCED FROM HISTORIC BATHYMETRIC (HYDROGRAPHIC) SURVEYS CONDUCTED BY THE NOAA NATIONAL OCEAN SERVICE/COAST SURVEY, AVAILABLE FROM THE NATIONAL GEOPHYSICAL DATA CENTER. SURVEYS VARY AS TO SOUNDING DENSITY, ACCURACY OF DEPTH, ACCURACY OF NAVIGATION, ZERO DATUM, DATE OF SURVEY AND TYPE OF INSTRUMENTATION.
0 1.50.75Miles
Dredging Reach Extent
0 500 1,000250Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 25
25 - 3
0
30 - 3
2
32 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40- 4
2
42 >
Aids to Navigation_̂ Lights
#* Red Side Aids
") Green Side Aids
XW Mooring Buoy
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Gulf States Erosion Barrier Lights (2)
56Neches River Light 54
Neches River Light 46
Standlond Cut Entrance Light 2
Oiltanking Dock Channel Buoy 2
Oiltanking Dock Channel Buoy 4
Oiltanking Dock Channel Buoy 6
Oiltanking Dock Channel Buoy 8
51
Neches River Light 49
Oiltanking Dock Channel Buoy 3
Oiltanking Dock Channel Buoy 5
Oiltanking Dock Channel Buoy 7
Oiltanking Terminal Dock South Light
Oiltanking Terminal Dock Light NorthOiltanking Terminal Dock Middle Light
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OILTANKING BEAUMONT
Oiltanking Beaumont, North Wharf.Oiltanking Beaumont, South Wharf.
TE PRODUCTS PIPELINE CO. BEAUMONT MAINE TERMINAL DOCKSTE Products Pipeline Co., Beaumont Marine Terminal Ship Dock.
TE Products Pipeline Co., Beaumont Marine Terminal Barge Dock.
726+74
680+00
740+
00
700+
00
730+
00
714+20
690+
00
750+00
670+00
720+
00
720+00
710+
00
760+00
770+00
672+63.72
94°1
'30"W
94°1
'30"W
94°2
'0"W
94°2
'0"W
30°2'0"N
30°2'0"N
30°2'30"N
30°2'30"N
30°3'0"N
30°3'0"N
µ
Sabine Neches Waterway: Smiths Bluff to Beaumont Turning BasinSabine Neches Waterway: Smiths Bluff to Beaumont Turning Basin
" )# *" )# *" )# *" )# *
# *
# *
# *
" )
" )# *
# *
" )# *
# *
# *
_̂
" ) " )
" )
Gulf StatesErosion Barrier
Lights (2)
630+00
620+00
720+00
790+00
640+00
730+
00
780+00770+00
740+
00
750+00
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726+74
700+
00
810+00
800+00
680+00
650+00
670+00
S A B I N ES A B I N EN E C H E SN E C H E S
-40ft.-40ft. -36ft.-36ft.
SABINESABINENECHESNECHES µ
T e x a sT e x a s
U.S. Army Corps of Engineers Galveston District
µDred
ging R
each
Exte
nt
Regio
nal E
xtent
µ
HYDR
OGRA
PHIC
SURV
EYU.
S. AR
MY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 505
+00 t
o 950
+15.4
7Sm
iths B
luff t
o Bea
umon
t Tur
ning B
asin
PORT
ART
HUR,
TEXA
S
Date
: 9/9/
2017
Mapp
ed by
: m3o
dnrvk
Scale
: 1:4,
200
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
51
of
72Ma
p:
Surve
y Date
(s):S
URVE
Y_DA
TE
: Ad
dition
al Inf
o
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, ©OpenStreetMap contributors, and the GIS User CommunityEsri, DeLorme, GEBCO, NOAA NGDC, and other contributorsSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
Coordinate System: NAD 1983 StatePlane Texas South Central FIPS 4204 FeetProjection: Lambert Conformal Conic /Datum: North American 1983
NOTES:1. HORIZONTAL COORDINATES ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE NAD83 US SURVEY FEET.2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW TIDE (MLLW) DATUM.3. THIS PROJECT WAS DESIGNED BY THE GALVESTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS AND SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152.
4. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE INFORMATION PROVIDED HERE. REQUIRED BY 33 CFR 209.3255. FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WEBSITE AT: HTTP://WWW.SWG.USACE.ARMY.MIL/MISSIONS/NAVIGATION/HYDROGRAPHICSURVEYS/6. NOAA BATHYMETRY CONTOURS PRODUCED FROM HISTORIC BATHYMETRIC (HYDROGRAPHIC) SURVEYS CONDUCTED BY THE NOAA NATIONAL OCEAN SERVICE/COAST SURVEY, AVAILABLE FROM THE NATIONAL GEOPHYSICAL DATA CENTER. SURVEYS VARY AS TO SOUNDING DENSITY, ACCURACY OF DEPTH, ACCURACY OF NAVIGATION, ZERO DATUM, DATE OF SURVEY AND TYPE OF INSTRUMENTATION.
0 1.50.75Miles
Dredging Reach Extent
0 525 1,050262.5Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 25
25 - 3
0
30 - 3
2
32 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40- 4
2
42 >
Aids to Navigation_̂ Lights
#* Red Side Aids
") Green Side Aids
XW Mooring Buoy
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Power Plant Diversion Wall Lights
Gulf States Erosion Barrier Lights (2)
56
58
60
Neches River Light 66
Neches River Light 63
51515151
50515151
5152
475152
515151
51
50505050
51505050
50505050
5049505050
47494950
4849494949
4848505049
4847
5050
45475050
47494951
50
49485151
474651
51
47485151
45 5151
47465252
46465251
465252
48495453
50495857
47475858
48475354
50495252
48475252
47485151
5049515151
51515151
50495252
5251 52
4949
49495151
4949505151
505050515151
4850505150
5251505051
52525050
52535150
5353
525151
535353
50505151
545454
50504950
56565554
4849505049
5454545455
48494949
545454
4748484948
545454
484746484849
535353
4848
52525252
50505049
5655565353
515149
5656575657
515152
56575857
5151
5455555656515152
5454545454515151
5151525353 5252515150515151 525252
5251515151 51515151
51515251 51525251
505050 525252515051 525251
525152 53535353525252 535353
5151 5453535150 535354
515151 535353505050 535353
515151 54545050 5454
5050 55555050 5555
5050 56565151 55
56
5252 56575353 5556
5454 58575254 5959
5151 6161
5050 6061
4849 5959
4949 58
494957
4849 57
4949 57
4949 5750
50 5950
50 6051 58
50 5850 58
50 5850 58
50 5951 59
52 6052 61
54 6155 62
55 6255 63
55 6155 62
54 6253 61
52 6153 61
52 6053 58
54 5953 59
52 5952 58
52 5652 56
53 5551 56
52 5252 56
51 5550 56
50 5848 57
47 5749 58
50 5848 59
48 6049 59
50 5751 58
51 5849 56
49 5649 56
50 5851 58
52 5550 55
BO-MAC CONTRACTORS MOORING
Neches Industrial Park, Dock No. 1.
NECHES INDUSTRIAL PARK, DOCKS NOS. 1 AND 2
Richard H. Cullifer, Dock No. 2 Ship Wharf.
LYONDELL CHEMICAL COMPANY, PD GLYCOL BEAUMONT SLIP
810+
00830+
00
800+
00
840+
00
780+00
760+00
860+
00
850+
00
820+
00
770+00
790+
00
94°1'30"W
94°2'0"W
94°2'0"W
94°2'30"W
94°2'30"W
94°3'0"W
94°3'0"W
30°4
'0"N 30
°3'30
"N30
°3'0"
N
µ
Sabine Neches Waterway: Smiths Bluff to Beaumont Turning BasinSabine Neches Waterway: Smiths Bluff to Beaumont Turning Basin
#*
#* ")
")
#*
_̂
_̂_̂ _̂
_̂_̂#*
")
_̂ #*#*
#*
_̂
#*Mobil No.2 WharfLights
Mobil No. 4Wharf Lights Mobil
ChemicalDock Light
Mobil ChemicalDockLight
PowerPlant Diversion
Wall LightsGulf States ErosionBarrier Lights (2)
780+00
770+00
820+
00
760+00
940+00
790+
00
920+00 910+
00
870+
00
850+
00
840+
00
810+
00
900+
00
890+
00
750+00
830+
00
800+
00
930+00
880+
00
860+
00
740+00
S A B I N ES A B I N EN E C H E SN E C H E S
-40ft.-40ft.-34ft.-34ft.
SABINESABINENECHESNECHES
µ
T e x a sT e x a s
U.S. Army Corps of Engineers Galveston District
µDred
ging R
each
Exte
nt
Regio
nal E
xtent
µ
HYDR
OGRA
PHIC
SURV
EYU.
S. AR
MY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 505
+00 t
o 950
+15.4
7Sm
iths B
luff t
o Bea
umon
t Tur
ning B
asin
PORT
ART
HUR,
TEXA
S
Date
: 9/9/
2017
Mapp
ed by
: m3o
dnrvk
Scale
: 1:4,
000
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
52
of
72Ma
p:
Surve
y Date
(s):S
URVE
Y_DA
TE
: Ad
dition
al Inf
o
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, ©OpenStreetMap contributors, and the GIS User CommunityEsri, DeLorme, GEBCO, NOAA NGDC, and other contributorsSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
Coordinate System: NAD 1983 StatePlane Texas South Central FIPS 4204 FeetProjection: Lambert Conformal Conic /Datum: North American 1983
NOTES:1. HORIZONTAL COORDINATES ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE NAD83 US SURVEY FEET.2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW TIDE (MLLW) DATUM.3. THIS PROJECT WAS DESIGNED BY THE GALVESTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS AND SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152.
4. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE INFORMATION PROVIDED HERE. REQUIRED BY 33 CFR 209.3255. FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WEBSITE AT: HTTP://WWW.SWG.USACE.ARMY.MIL/MISSIONS/NAVIGATION/HYDROGRAPHICSURVEYS/6. NOAA BATHYMETRY CONTOURS PRODUCED FROM HISTORIC BATHYMETRIC (HYDROGRAPHIC) SURVEYS CONDUCTED BY THE NOAA NATIONAL OCEAN SERVICE/COAST SURVEY, AVAILABLE FROM THE NATIONAL GEOPHYSICAL DATA CENTER. SURVEYS VARY AS TO SOUNDING DENSITY, ACCURACY OF DEPTH, ACCURACY OF NAVIGATION, ZERO DATUM, DATE OF SURVEY AND TYPE OF INSTRUMENTATION.
0 1.50.75Miles
Dredging Reach Extent
0 500 1,000250Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 25
25 - 3
0
30 - 3
2
32 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40- 4
2
42 >
Aids to Navigation_̂ Lights
#* Red Side Aids
") Green Side Aids
XW Mooring Buoy
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Mobil No. 5 Wharf LightsMobil No. 4 Wharf Lights
Mobil No. 2 Wharf Lights
Mobil Chemical Dock Light
Mobil Chemical Dock Light
68
Neches River Light 66
464545 46464646464546454545
44444444
44
5050494848484747474646
454544
4445454445444544434343444242434343424242
5150515150
42424241
414140
5353535353525252525253535252525150535051
404040
40393939
52535353
4950464445464141424647414245474846444246454446434445464442424242454643
39393939
40
535353
474748484849495046
434544
404040
41
515153535353
484846474849464747
414241
4242
535354
4646474947
43434745
5353
474748504744
434344
44424241
525253
4747454447
40393637373533343132
535352
4950504847
303032323133
32
5353535352
454649
323231
30
54535354
484946
3145
54545353
484850
50505052525252
474848
55555454
494949
51515149
47454041424445454646
484847
464544
40
545455
47464748
434343
434241394242434242
5455
44444647525354
4344505051
4345525251
45454442525252
4544535353
41525252
4647425353
43445353
415353
5353 53
45464647
545454
46455354
4345475252
535253
525453
48535353
4646 545352
48495454
464753
52
474753
53
484853
53
48475253
48495252
49485252
49485152
49495151
49485151
47485151
47485151
47485051
51515152
47485152
515151
51
50505050
51505050
50505050
504947
484949
48505049
48
5050
45475050
47494951
50
49485151
474651
51
474851
454746
464646
4847
8744
988
9
79
9
97
14
24
17
10
25
22
14
2725
25
31
17
14
41
3734
23
1834
38
35
41
37
35
42
16
12
43
42
39
36
21
24
44
40
4445
43
37
3214
31
40
19
4646
4139
35
43
47
33
29
45
45
41
3939
37
32
47
35
46
41
3938
39
14
1538
41
40
3635
19
16
45
38
41
2044
46
36
29
47
45
38
41
37
1313
2845
4544
37
31
47
4040
43
3838
10
37
46
43
38
43
39
32
11
4348
43
4042
40
44
42
38
43
4041
33
18
44
44
42
4042
46
41
39
44
4342
36
2111
48
4041
4041
44
1223
48
46
40
4543
2316
3941
41
4040
24
40
45
42
4238
4645
20
2324
38
48
40
42
46
41
27
26
39
47
47
43
40
27
46
24
3840
40
47
46
39
40
47
41
31
48
45
40
41
42
4242
48
48
42
40
4248
35
36
49
45
40
45
29
4443
48
41
4044
46
39
39
49
40
42
33
4543
48
42
40
48
41
41
45
47
38
42
45
47
42
40
44
44
45
47
41
46
47
40
35
4744
4445
43
31
47
42
46
46
41
21
47
48
46
41
3838
47
48
47
41
42
41
47
42
3247
3637
37
47
47
3535
3935
29
48
3331
32
27
47
3128
31
2426
31
45
3428
36
34
43
31
35
37
33
41
36
3937
40
36
4039
39
40
41
4243
40
NORTH STAR STEEL TEXAS WHARF
PORT OF BEAUMONT NAV DIST CARROLL STREET WHARVES
BEAUMONT BULK TERMINAL, EXXON MOBIL CORP. COKE WHARF
EXXON MOBIL CORP BEAUMONT REFINERY WHARVES NOS 2,4 AND 5
LOUIS DREYFUS CORP., PORT OF BEAUMONT NAV. DIST., GRAIN WHARF
EXXON MOBIL CHEMICAL CO BEAUMONT OLEFINS/AROMATICS PLANT WHARVESExxonMobil Refining & Supply Co., Beaumont Refinery, Wharf No. 5.
ExxonMobil Refining & Supply Co., Beaumont Refinery, Wharf No. 2.
ExxonMobil Chemical Co., Beaumont Olefins/Aromatics Plant, Wharf No. 1
Port of Beaumont Navigation District of Jefferson County, Carroll Street Wharf.
ExxonMobil Chemical Co., Beaumont Olefins/Aromatics Plant, Wharves Nos. 2 and 3.
900+
00
930+00
960+00
880+
00
890+
00
950+00
940+00
850+
00
860+
00
870+
00
910+
00920+00
94°3'0"W
94°3'30"W
94°3'30"W
94°4'0"W
94°4'0"W
94°4'30"W
94°4'30"W
30°5
'0"N
30°4
'30"N
30°4
'30"N
30°4
'0"N
µ
Sabine Neches Waterway: Smiths Bluff to Beaumont Turning BasinSabine Neches Waterway: Smiths Bluff to Beaumont Turning Basin
#*
_̂
_̂_̂ _̂
_̂_̂#*
")
_̂ #*#*
#*
_̂
#*
Port OfBeaumont Ro-RoDock Lights
Mobil No.2 WharfLights
Mobil No.4 WharfLights
MobilChemical
Dock Light
PowerPlant Diversion
Wall LightsGulf States ErosionBarrier Lights (2)
770+00
1030+00
820+
00
790+
00
860+
00
850+
00
880+
00
1037+59
870+
00
920+00
830+
00
890+
00
910+
0090
0+00
960+00
1020+00
1000
+00
800+
00
940+00
810+
00
780+00
840+
00-40ft.-40ft.-34ft.-34ft.
-30ft.-30ft.S A B I N E N E C H E SS A B I N E N E C H E SSABINESABINE
NECHESNECHES
µ
T e x a sT e x a s
U.S. Army Corps of Engineers Galveston District
µDred
ging R
each
Exte
nt
Regio
nal E
xtent
µ
HYDR
OGRA
PHIC
SURV
EYU.
S. AR
MY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 505
+00 t
o 950
+15.4
7Sm
iths B
luff t
o Bea
umon
t Tur
ning B
asin
PORT
ART
HUR,
TEXA
S
Date
: 9/9/
2017
Mapp
ed by
: m3o
dnrvk
Scale
: 1:4,
000
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
53
of
72Ma
p:
Surve
y Date
(s):S
URVE
Y_DA
TE
: Ad
dition
al Inf
o
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, ©OpenStreetMap contributors, and the GIS User CommunityEsri, DeLorme, GEBCO, NOAA NGDC, and other contributorsSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
Coordinate System: NAD 1983 StatePlane Texas South Central FIPS 4204 FeetProjection: Lambert Conformal Conic /Datum: North American 1983
NOTES:1. HORIZONTAL COORDINATES ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE NAD83 US SURVEY FEET.2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW TIDE (MLLW) DATUM.3. THIS PROJECT WAS DESIGNED BY THE GALVESTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS AND SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152.
4. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE INFORMATION PROVIDED HERE. REQUIRED BY 33 CFR 209.3255. FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WEBSITE AT: HTTP://WWW.SWG.USACE.ARMY.MIL/MISSIONS/NAVIGATION/HYDROGRAPHICSURVEYS/6. NOAA BATHYMETRY CONTOURS PRODUCED FROM HISTORIC BATHYMETRIC (HYDROGRAPHIC) SURVEYS CONDUCTED BY THE NOAA NATIONAL OCEAN SERVICE/COAST SURVEY, AVAILABLE FROM THE NATIONAL GEOPHYSICAL DATA CENTER. SURVEYS VARY AS TO SOUNDING DENSITY, ACCURACY OF DEPTH, ACCURACY OF NAVIGATION, ZERO DATUM, DATE OF SURVEY AND TYPE OF INSTRUMENTATION.
0 1.50.75Miles
Dredging Reach Extent
0 500 1,000250Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 25
25 - 3
0
30 - 3
2
32 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40- 4
2
42 >
Aids to Navigation_̂ Lights
#* Red Side Aids
") Green Side Aids
XW Mooring Buoy
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines