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4444464543464950
45
0+00
00+
000
0+00
00+
000
160+
00
180+
00
200+
00
140+
00
210+
00
170+
00
150+
00
190+
00
214+
13.87
214+
13.87
93°49'0"W
93°50'0"W
93°4
9'0"W
93°4
9'30"
W
93°4
9'30"
W93
°50'0
"W
29°39'0"N
29°39'0"N
29°39'30"N
29°39'30"N
µ
Sabine Neches Waterway: Jetty ChannelSabine Neches Waterway: Jetty Channel
ÏÎ
ÏÎ ÏÎ
ÏÎ
ÏÎÏÎ
ÏÎ
ÏÎ
ÏÎ
ÏÎ
9+000
190+
00
5+000
90+0
0
70+0
0
100+
0060+0
0
150+
00
170+
00
210+
00
80+0
0
3+000
4+000
110+
00
130+
00
160+
00
0+00
0
120+
00
140+
00
180+
00 2+000200+
00
50+00
1+000
7+000
8+000
6+000
3418
20
22
26
21
19
1733
Outer BarChannel
Jetty Channel
SABINE NECHESSABINE NECHEST E X A ST E X A S
U.S. Army Corps of Engineers Galveston District
µ
Dred
ging R
each
Exten
t
Regio
nal E
xtent
µ
Service Layer Credits: Source: Esri, Maxar, 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 209.3255. 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 0.65 1.30.325Miles
Dredging Reach Extent
0 520 1,040260Feet
Hydrographic Survey ExtentNOAA Bathymetry (DREDGING REACH EXTENT)
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
MLLW
0 - 25
25 - 3
0
30 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40 - 4
2
42 - 4
4
< 44
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
: 214
+13.8
7=0+
00 to
0+00
PORT
ARTH
UR, T
EXAS
Print
Date
: 11/1
2/202
0Ma
pped
by: M
3AOX
PAC
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
:
12
of
74Ma
p:
Surve
y Date
(s):0
9 Nov
embe
r 202
0
Com
binde
d surv
ey da
tes 20
2008
28_O
T; 20
2011
03_A
D_12
-13; 2
0201
109_
AD_1
4Ad
dition
al Inf
o:
Page 2
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4344444646474848484949494948474747444547
4243
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444447464547474848484948484847464645454745
39
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3936
424245424545444748474848484848474846464745474644
3941
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44434545434646474847484848484847454744474645
3940
43
42
41
4544
38
4445444646474648
4848484847464546454745
39
44
3941
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41
4443454344474548474848484847474647444743
3539
46
40
4542
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40
444346434445474547474747474846464643474446
36
45
39
43
4044
41
46434645444646464748474747484645474445484545
3939
40
43
37
40
44
38
454345444546464747464847474647444644474445
3537
44
38
4240
424544444645434547464747
464647474645454447
353734
38
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44
43
44
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3536
44
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373935
45
41
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42
43
40
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34
44
35
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39
41
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41
44444343454544474547454747454446464547454542414139
70+0
0
90+0
080+0
0
110+
00
140+
00
120+
00
130+
00
100+
00
93°49'30"W
93°50'30"W
29°4
1'0"N
93°4
9'30"
W93
°50'0
"W
93°5
0'0"W
93°5
0'30"
W
29°40'0"N
29°40'0"N
29°40'30"N
29°40'30"N29°41'0"N
µ
Sabine Neches Waterway: Jetty ChannelSabine Neches Waterway: Jetty Channel
ÏÎ
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ÏÎ
ÏÎ
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2+000
150+
00
40+00
10+00
100+
0070+0
0
80+0
0
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0
170+
00
190+
00
210+
00
110+
00
160+
00
200+
00
0+00 1+000
10+00
20+00
30+00
120+
00
130+
00
140+
00
180+
00
50+00
0+00
0
90+0
0
20+00
1830 20
22
26
21
27
1929
17
Outer BarChannel
Jetty ChannelPass ChannelSABINE NECHESSABINE NECHES
T E X A ST E X A S
U.S. Army Corps of Engineers Galveston District
µ
Dred
ging R
each
Exten
t
Regio
nal E
xtent
µ
Service Layer Credits: Source: Esri, Maxar, 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 209.3255. 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 0.65 1.30.325Miles
Dredging Reach Extent
0 520 1,040260Feet
Hydrographic Survey ExtentNOAA Bathymetry (DREDGING REACH EXTENT)
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
MLLW
0 - 25
25 - 3
0
30 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40 - 4
2
42 - 4
4
< 44
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
: 214
+13.8
7=0+
00 to
0+00
PORT
ARTH
UR, T
EXAS
Print
Date
: 11/1
2/202
0Ma
pped
by: M
3AOX
PAC
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
:
13
of
74Ma
p:
Surve
y Date
(s):0
9 Nov
embe
r 202
0
Com
binde
d surv
ey da
tes 20
2008
28_O
T; 20
2011
03_A
D_12
-13; 2
0201
109_
AD_1
4Ad
dition
al Inf
o:
Page 3
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424142
SABINE PILOTS WHARFSABINE PILOTS WHARF
0+000+00
50+00
20+00
30+00
60+0
0
70+0
0
10+00
40+00
93°50'0"W
93°51'0"W
29°4
2'0"N
93°5
0'0"W
93°5
0'30"
W
93°5
0'30"
W
29°41'0"N
29°41'0"N
29°41'30"N
29°41'30"N29°42'0"N
µ
Sabine Neches Waterway: Jetty ChannelSabine Neches Waterway: Jetty Channel
ÏÎ
ÏÎ
ÏÎÏÎÏÎ ÏÎ
ÏÎ
ÏÎ
ÏÎ
ÏÎ
ÏÎ
80+0
0
0+00
40+00
100+
00
150+
00
90+0
0
70+00
120+
00
130+
00
10+00
10+00
30+00
60+0
0
50+00
110+
00
140+
00
160+
00
170+
00
50+00
20+00
20+00
40+0060+00
30+00 70+0
0
30 20
22
34
32
26
21
27
1929
Jetty Channel
Pass Channel
SABINE NECHESSABINE NECHEST E X A ST E X A S
U.S. Army Corps of Engineers Galveston District
µ
Dred
ging R
each
Exten
t
Regio
nal E
xtent
µ
Service Layer Credits: Source: Esri, Maxar, 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 209.3255. 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 0.65 1.30.325Miles
Dredging Reach Extent
0 520 1,040260Feet
Hydrographic Survey ExtentNOAA Bathymetry (DREDGING REACH EXTENT)
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
MLLW
0 - 25
25 - 3
0
30 - 3
4
34 - 3
6
36 - 3
8
38 - 4
0
40 - 4
2
42 - 4
4
< 44
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
: 214
+13.8
7=0+
00 to
0+00
PORT
ARTH
UR, T
EXAS
Print
Date
: 11/1
2/202
0Ma
pped
by: M
3AOX
PAC
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
:
14
of
74Ma
p:
Surve
y Date
(s):0
9 Nov
embe
r 202
0
Com
binde
d surv
ey da
tes 20
2008
28_O
T; 20
2011
03_A
D_12
-13; 2
0201
109_
AD_1
4Ad
dition
al Inf
o:
