sabine neches waterway: port arthur canal · 30.07.2019 · 29°45'30"n sabine neches...
TRANSCRIPT
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38383735333128
PLEASURE ISLAND ICE CO. WHARFPLEASURE ISLAND ICE CO. WHARF
PLEASURE ISLAND SEAFOOD WHARFPLEASURE ISLAND SEAFOOD WHARF
K&B MARINE, BARGE ND BOAT, REPAIR WHARFK&B MARINE, BARGE ND BOAT, REPAIR WHARF
0+00
40+00
10+00
60+00
50+00
70+00
30+00
20+00
296+24.44
93°54'0"W
93°54'30"W
93°54'30"W
93°55'0"W
93°55'0"W
93°55'30"W29°46
'0"N
29°46
'30"N
29°45
'30"N
93°54
'0"W
93°55
'30"W
29°46'0"N29°46'30"N
29°45'30"N
µ
Sabine Neches Waterway: Port Arthur CanalSabine Neches Waterway: Port Arthur Canal
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Port ArthurCanal
PassChannel
GIWWGIWW
SABINESABINENECHESNECHES
T E X A ST E X A S
U.S. Army Corps of Engineers Galveston District
µ
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THUR
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AS
Date
: 8/2/
2019
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OXPA
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Scale
: 1:3,
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Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
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rized
Dep
th: -4
0ft.
Page
:
19
of
74Ma
p:
Surve
y Date
(s):3
0 July
2019
: Ad
dition
al Inf
o
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunitySources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO,NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI,Esri China (Hong Kong), swisstopo, © OpenStreetMap contributors, and the GISUser CommunityEsri, Garmin, GEBCO, NOAA NGDC, and other contributors
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 0.6 1.20.3Miles
Dredging Reach Extent
0 520 1,040260Feet
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Channel Station Lines
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TDI-HALTER, CENTRAL YARD, WHARFTDI-HALTER, CENTRAL YARD, WHARF
90+00
80+00
110+
00
150+0
0
140+
00
100+
00
130+
00
120+
00
93°55'30"W
93°56'0"W
93°56'0"W
93°56'30"W
93°56'30"W
29°47
'0"N
29°46
'30"N
29°46
'0"N
93°55
'30"W
29°47'0"N
29°46'30"N 29°46'0"N
µ
Sabine Neches Waterway: Port Arthur CanalSabine Neches Waterway: Port Arthur Canal
ÏÎ
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ÏÎ
ÏÎÏÎ
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280+00
180+00
120+
00
150+
00
100+
00
10+00
30+0060+00
50+00
20+00
80+00
70+00
290+00
130+
00
110+
00
160+0
0
170+00
90+00
40+00
0+00
140+
00
4640
47
45
43 Port ArthurCanal
PassChannel
GIWWGIWW
SABINESABINENECHESNECHES
T E X A ST E X A S
U.S. Army Corps of Engineers Galveston District
µ
Dred
ging R
each
Exte
nt
Regio
nal E
xtent
µ
HYDR
OGRA
PHIC
SUR
VEY
U.S.
ARMY
ENGI
NEER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 0+0
0 to 2
90+0
0PO
RT AR
THUR
, TEX
AS
Date
: 8/2/
2019
Mapp
ed by
: M3A
OXPA
C
Scale
: 1:3,
000
Addit
ional
Imag
ery: ©
Digi
talGl
obe I
nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
20
of
74Ma
p:
Surve
y Date
(s):3
0 July
2019
: Ad
dition
al Inf
o
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunitySources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO,NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI,Esri China (Hong Kong), swisstopo, © OpenStreetMap contributors, and the GISUser CommunityEsri, Garmin, GEBCO, NOAA NGDC, and other contributors
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 0.65 1.30.325Miles
Dredging Reach Extent
0 520 1,040260Feet
Hydrographic Survey ExtentNOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
7 - 25
25 - 3
0
30 - 3
5
35 - 3
7
37 - 3
9
39 - 4
1
41 - 4
3
43 - 4
5
45 +
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Aids to Navigation
ÏÎ Green Side Aids
ÏÎ Red Side Aids
ÏÎ Lights0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50
µ
7
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4040
25
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43
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41
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40
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41
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464644434241403938373634272322
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32
44
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4546464748474646
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44
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43434445464747484746464544424038363532
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46
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42
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43
33
413937353432
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29
182933343637383941424344
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46
21
47
30
47
33
48
34
48
36
47
37
46
38
45
39
44
40
43
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36
46
153016
47484847474645444240
1011
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36
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34
32
31
34
28
3536373840414243
4748484848464644
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42
16
40
25
39
30
38
32
34
34
20
3536383940
1111
42
16
43
25
44
33
45
33
46
35
4849
36
48
37
48
38
47
4041
46
42
44
44
4241
45
39
46
37
48
34
49
28
4847
20
4846
1315
45
23
43
32
42
33
39
34
37
35
37
37
3125
3840414244
474747
1516
47
22
15
46
1830
46
31
44
2833
43
34
40
3534
39
3536
37
3638
35
39
1618
32
3840
23
22
4240
30
4342
44
32
42
33
4543
35
4644
4645
37
4747
47
4747
4647
4646
454644
45
4244
413936
45
47
46
170+
00
190+
00
150+00
140+00
200+
00
210+
00
160+00
180+
00
93°56'30"W
93°57'0"W
93°56
'30"W
93°57
'0"W
29°47'0"N
29°47'0"N
29°47'30"N
29°47'30"N
µ
Sabine Neches Waterway: Port Arthur CanalSabine Neches Waterway: Port Arthur Canal
ÏÎ
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100+00
110+00120+00
180+
00
150+00
240+
00
210+
00
260+
00
230+
00
270+
00
290+
00300+
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140+00
190+
00
200+
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220+
00
250+
00
160+00
170+
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130+0046
48
4745
43Port Arthur
Canal
Junction PortArthur Canal and
Sabine-Neches Canal
SABINESABINENECHESNECHES
GIWWGIWW
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U.S. Army Corps of Engineers Galveston District
µ
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ging R
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nt
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nal E
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HYDR
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PHIC
SUR
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ARMY
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NEER
DIST
RICT
CORP
S OF E
NGIN
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GALV
ESTO
N, TE
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SABI
NE N
ECHE
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ation
: 0+0
0 to 2
90+0
0PO
RT AR
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, TEX
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Date
: 8/2/
2019
Mapp
ed by
: M3A
OXPA
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Scale
: 1:3,
000
Addit
ional
Imag
ery: ©
Digi
talGl
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nc.
Side S
lope R
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(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
21
of
74Ma
p:
Surve
y Date
(s):3
0 July
2019
: Ad
dition
al Inf
o
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunitySources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO,NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI,Esri China (Hong Kong), swisstopo, © OpenStreetMap contributors, and the GISUser CommunityEsri, Garmin, GEBCO, NOAA NGDC, and other contributors
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 0.65 1.30.325Miles
Dredging Reach Extent
0 520 1,040260Feet
Hydrographic Survey ExtentNOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
7 - 25
25 - 3
0
30 - 3
5
35 - 3
7
37 - 3
9
39 - 4
1
41 - 4
3
43 - 4
5
45 +
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Aids to Navigation
ÏÎ Green Side Aids
ÏÎ Red Side Aids
ÏÎ Lights0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50
µ
12142635383940414142444546484949494747464444444443424236343229
151913
34373738394042434445474849494847464544424139
17
38
23
37
35
35
36
34
37
33
38
31
39404143444546484949484645444342413938373635342927
313428
35
19
363738394142434546474847
4646454443424139383736353431
242834363738404142434445464748484745444343414039
182315
38
3237
37
37
36
38
35
39
32
4142
29
434445464748484746454443424039383736353430
23263537373738404142444546484847
474545444342414038373636323027
20223136373839404142434446474848474545444342414038
2023
37
32
37
37
36
37
3427
38394041434445454748484746454443424140393736353327
252822
3437383940414243444546
484847
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28
24263238383840414243444546474848474645444342414038
232521
32
37
37
36
38
35
3839
33
4142434444464748484746454443424140393837363324
23253236383839404243444546474847
4745444343424140393837353124
2623
2934373839404142434445474848484645444342414039
22
38
25
37
31
36
37
35
38
30
39
22
40414243444546474848474545444342404039383736302416
222720
3337383941424343444547
484847
4645444342414039383736342920
17202935394040414343444546474848474644444342414039
232720
38
35
14
383529
39
21
3940
18
4142434445464748484645444443424139393737363326
161929353939404243434445464848
47464644444342403938373635312418
1416233338394041424344454647484847464544434241403938
1923
38
31
37
37
33
4040
25
414243434445464748474644444342414039373736332722
48
SEAFOOD ENTERPRISE, DOCK I WHARFSEAFOOD ENTERPRISE, DOCK I WHARFHOUSTON MARINE SERVICES, PORT ARTHUR FACILITY WHARFHOUSTON MARINE SERVICES, PORT ARTHUR FACILITY WHARF
220+
00
250+
00
230+
00
260+
00
270+
00
240+
00
290+
00
93°57'0"W
93°57'30"W
29°49
'0"N
93°57
'0"W
93°57
'30"W
29°48'0"N
29°48'0"N
29°48'30"N
29°48'30"N29°49'0"N
µ
Sabine Neches Waterway: Port Arthur CanalSabine Neches Waterway: Port Arthur Canal
ÏÎ
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10+00
1+000
160+00
320+00
40+00
180+
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290+
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10+0
0 310+0
0
20+00
300+
00
210+
00
200+
00
260+
00
230+
00
220+
00
250+
00
270+
00
240+
00
20+00
30+00
10+00
190+
00
130+00140+00
0+00
170+
00
2+000
0+00
150+00
120+00
10+00
0+002
4648
50
4749
45
1
43PortArthurCanal
Port ArthurWest Turning
Basin
Port Arthurto HighIsland
Chl from PA W TurnBasin to Taylors
Bayou Turn Basin
Junction Port ArthurCanal and
Sabine-Neches Canal
Entrance toPort Arthur
Turning BasinsTaylors BayouTurning Basin
SABINESABINENECHESNECHES
GIWWGIWW
T E X A ST E X A S
U.S. Army Corps of Engineers Galveston District
µ
Dred
ging R
each
Exte
nt
Regio
nal E
xtent
µ
HYDR
OGRA
PHIC
SUR
VEY
U.S.
ARMY
ENGI
NEER
DIST
RICT
CORP
S OF E
NGIN
EERS
GALV
ESTO
N, TE
XAS
SABI
NE N
ECHE
SSt
ation
: 0+0
0 to 2
90+0
0PO
RT AR
THUR
, TEX
AS
Date
: 8/2/
2019
Mapp
ed by
: M3A
OXPA
C
Scale
: 1:3,
000
Addit
ional
Imag
ery: ©
Digi
talGl
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nc.
Side S
lope R
atio:
(Rise
: Run
)
Autho
rized
Dep
th: -4
0ft.
Page
:
22
of
74Ma
p:
Surve
y Date
(s):3
0 July
2019
: Ad
dition
al Inf
o
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunitySources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO,NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI,Esri China (Hong Kong), swisstopo, © OpenStreetMap contributors, and the GISUser CommunityEsri, Garmin, GEBCO, NOAA NGDC, and other contributors
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 0.65 1.30.325Miles
Dredging Reach Extent
0 520 1,040260Feet
Hydrographic Survey ExtentNOAA Bathymetry (DREDGING REACH EXTENT)
MLLW
7 - 25
25 - 3
0
30 - 3
5
35 - 3
7
37 - 3
9
39 - 4
1
41 - 4
3
43 - 4
5
45 +
Channel Features
Channel Dimensions
Channel Toe
Channel Center Line
Channel Station Lines
Aids to Navigation
ÏÎ Green Side Aids
ÏÎ Red Side Aids
ÏÎ Lights0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50
µ