sabine neches waterway: neches river to sabine river ... · 03.09.2017 · notes: 1. horizontal...
TRANSCRIPT
Neches River Lighted Buoy 2
Sabine-Neches Canal Buoy 68
Sabine-Neches Canal Light 66
Sabine - Neches Canal Buoy 70
Sabine-Neches Canal Buoy 69
Sabine-Neches Canal Buoy 67
Sabine-Neches Canal Light 65
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1000 CUT
CAROTEX WHARVES
SABINE LAKE&UPPER
Marine Fueling Service Wharf.
JCT NECHES RIVER & BEAUMONT TEX
Marine Fueling Service, Upper Slip.MARINE FUELING SERVICE, INC., BEAN'S FLEET WHARVES
Marine Fueling Service, Lower Slip and Bean's Fleet, East Fleet Mooring.
0+00
10+0010+00
30+00
50+0
0
40+00 70+0
0
60+0
0
90+0
0
20+00
20+00
80+0
0
30+00
590+00
593+63.18
93°50'30"W
93°50'30"W
93°51'0"W
93°51'0"W93°51'30"W
93°50'0"W
29°58
'30"N
29°58
'0"N
93°51
'30"W
93°50
'0"W
29°58'30"N
29°58'0"N
µ
Sabine Neches Waterway: Neches River to Sabine River (Section B)Sabine Neches Waterway: Neches River to Sabine River (Section B)
#*
#*
")
#*
")
")
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")
#*
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")
#*
") ")
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")#*
")")
")
#*
")
#*
#*
#*
")
170+
00
40+00
580+00
0+00
200+
00
160+
00
100+
00
90+0
0
80+0
0
70+0
0
60+0
0
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180+
00110+
00
190+
00
30+00
30+00
10+00
20+00
S A B I N ES A B I N EN E C H E SN E C H E S
-31ft.ft-31ft.ftSABINESABINENECHESNECHES
µT 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
SUR
VEY
U.S. A
RMY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 0+0
0 to 2
30+0
0Ne
ches
Rive
r to
Sabin
e Rive
r (Se
ction
B)
PORT
ART
HUR,
TEXA
S
Date
: 9/7/
2017
Mapp
ed by
: M3A
OXPA
C
Scale
: 1:3,
500
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -3
1ft.
Page
:
31
of
72Ma
p:
Surve
y Date
(s):0
3 Sep
tembe
r 201
7
: 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 209.325
5. 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
0 440 880220Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 10
10 - 2
0
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4
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6
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8
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1
31 - 3
5
35 - 4
0
< 40
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
74Sabine-Neches Canal Buoy 76
Sabine-Neches Canal Buoy 72Sabine - Neches Canal Buoy 70
Sabine-Neches Canal Buoy 75
Sabine-Neches Canal Buoy 71Sabine-Neches Canal Buoy 69
Sabine-Neches Canal Light 73
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24
27
24
25
27
24
25
27
24
25
27
25
24
2828
25
24
28
2424
27
24
27
24
27
24
2727
24
27
24
28
24
28
242424242423232323 90+0
0
110+
00
160+
00130+
00
140+
00
170+
00
120+
00
150+
00
100+
00
93°49'0"W
93°49'0"W
93°49'30"W
93°49'30"W
93°50'0"W
93°50'0"W
93°48'30"W
29°59
'0"N
29°58
'30"N
93°48
'30"W
29°59'0"N
29°58'30"N
µ
Sabine Neches Waterway: Neches River to Sabine River (Section B)Sabine Neches Waterway: Neches River to Sabine River (Section B)
#*
#*
")
#*
")
")
#*
")
#*
#*
")
#*
") ")
#*
#*
")#*
")
#*
#*
#*
") ")
50+00
120+
00
580+00250+00
40+00 270+00
240+
00
190+
00110+
0060+0
0
100+
00
90+0
0
80+0
0
70+0
0
0+00
220+
00
170+
0020+00
280+
00260+00210+
00
200+
00
160+
00
30+00
10+00
230+
00
180+
00
590+00
30+00
S A B I N ES A B I N EN E C H E SN E C H E S
-31ft.ft-31ft.ftSABINESABINENECHESNECHES
µT 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
SUR
VEY
U.S. A
RMY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 0+0
0 to 2
30+0
0Ne
ches
Rive
r to
Sabin
e Rive
r (Se
ction
B)
PORT
ART
HUR,
TEXA
S
Date
: 9/7/
2017
Mapp
ed by
: M3A
OXPA
C
Scale
: 1:3,
500
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -3
1ft.
Page
:
32
of
72Ma
p:
Surve
y Date
(s):0
3 Sep
tembe
r 201
7
: 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 209.325
5. 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
0 440 880220Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 10
10 - 2
0
20 - 2
4
24 - 2
6
26 - 2
8
28 - 3
1
31 - 3
5
35 - 4
0
< 40
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
Sabine-Neches Canal Buoy 80Sabine-Neches Canal Buoy 78
Sabine-Neches Canal Buoy 76
Sabine-Neches Canal Buoy 79Sabine-Neches Canal Buoy 77
2727272727272728272727
33
27
33
26
33
26
33
26
33
26
33
2625
33
25
33
25
32
26
32
26
33
26
32
3030
26
32
31
33
26
30
32
27
30
32
26
31
32
27
32
31
32
27
30
32
27
30
32
27
30
32
27
30
32
27
30
27
31
30
27
30
32
27
30
32
27
30
32
26
31
30
27
30
32
2726
31
30
27
30
31
27
31
30
27
32
30
31
27
32
3030
27
31
30
27
30
27
32
30
27
31
30
27
31
30
26
31
26
30
31
30
2626
31
30
26
29
31
27
29
31
27
29
31
27
30
32
28
27
31
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27
32
29
27
31
29
27
31
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27
31
29
27
31
27
31
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27
29
31
27
29
32
27
29
32
28
29
31
29
28
32
29
31
28
29
28
29
3131
28
29
31
28
28
31
28
32
29
28
31
29
28
31
28
29
32
29
28
31
28
29
31
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29
31
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29
31
28
29
32
28
29
2828
29
31
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31
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31
28
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31
29
31
29
31
29
31
29
31
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31
29
31
29
31
29
31
29
28
31
29
31
28
29
31
29
31
27
29
31
29
31
29
3131
29
31
29
31
29
31
29
31
27
29
31
27
29
31
27
29
31
27
29
31
27
2929
30
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29
27
31
29
27
30
27
29
31
29
2727
30
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28
31
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29
28
29
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30
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30
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28
29
30
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27
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30
28
29
30
28
29
31
27
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28
31
27
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30
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30
29
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28
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29
30
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29
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30
29
26
30
29
26
29
29
27
29
29
27
29
30
27
29
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27
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29
26
29
2929
29
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29
27
28
29
26
2929
29
27
28
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28
29
28
26
29
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26
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29
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27
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29
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27
29
27
27
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29
27
27
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27
27
29
27
27
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29
27
27
29
27
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29
27
27
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27
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29
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29
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26
29
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26
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29
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28
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27
29
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26
25
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27
29
25
26
28
25
26
25
28
26
25
28
27
25
28
26
25
28
27
28
2525
29
25
29
24
27
29
24
29
26
24
29
26
24
26
2929
24
26
29
26
24
29
26
24
28
27
25
29
26
24
28
27
25
28
27
24
29
26
24
29
26
24
29
27
24
30
26
24
29
27
24
26
24
29
27
24
29
26
24
29
26
24
29
26
24
29
27
24
29
26
29
24
26
29
24
29
24
26
29
24
25
29
24
26
29
24
2626
30
24
29
26
24
29
26
24
29
26
25
29
24
25
28
26
25
29
26
25
28
24
25
28
23
25
29
23
25
29
24
25
26
29
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25
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29
26
29
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2929
262726
29
26
29
26
29
26
28
26
29
2626262627272626 160+
00
210+
00
200+
00
230+
00
180+
00
240+
00
190+
00
220+
00
170+
00250+00
93°47'30"W
93°47'30"W
93°48'0"W
93°48'0"W
93°48'30"W
93°48'30"W93°49'0"W
29°59
'30"N
29°59
'0"N
93°49
'0"W
29°59'30"N
µ
Sabine Neches Waterway: Neches River to Sabine River (Section B)Sabine Neches Waterway: Neches River to Sabine River (Section B)
#*
")
#*
")
#*
")
#*
")
#*
") ")
#*#* #*
") ")
#*
")
#*
350+00
320+00310+00
100+
00
90+0
0
250+00240+
00
300+00
190+
00
170+
00
220+
00
270+00
290+00
230+
00
210+
00
200+
00
180+
00
160+
00
110+
00
70+0
0
280+
0060+0
0
80+0
0
260+00
50+0
0
340+00330+00
-31ft.ft-31ft.ftS A B I N ES A B I N EN E C H E SN E C H E S
SABINESABINENECHESNECHES
µT 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
SUR
VEY
U.S. A
RMY E
NGIN
EER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 0+0
0 to 2
30+0
0Ne
ches
Rive
r to
Sabin
e Rive
r (Se
ction
B)
PORT
ART
HUR,
TEXA
S
Date
: 9/7/
2017
Mapp
ed by
: M3A
OXPA
C
Scale
: 1:3,
500
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -3
1ft.
Page
:
33
of
72Ma
p:
Surve
y Date
(s):0
3 Sep
tembe
r 201
7
: 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 209.325
5. 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
0 440 880220Feet
Hydrographic Survey Extent
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
0 - 10
10 - 2
0
20 - 2
4
24 - 2
6
26 - 2
8
28 - 3
1
31 - 3
5
35 - 4
0
< 40
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