sabine neches waterway: beaumont turning basin extension...sep 24, 2019  · tur nig bas extension...

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DIST., WHARVES NOS. 1 THRU 7 PORT OF BEAUMONT NAV. DIST., WHARVES NOS. 1 THRU 7 Port of Beaumont Navigation District of Jefferson County, Wharf No. 1. Port of Beaumont Navigation District of Jefferson County, Wharf No. 1. Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 5, 6, and 7. Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 5, 6, and 7. Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 2, 3, and 4. Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 2, 3, and 4. 980+00 94°5'0"W 94°5'0"W 94°5'30"W 94°5'30"W μ Sabine Neches Waterway: Beaumont Turning Basin Extension Sabine Neches Waterway: Beaumont Turning Basin Extension Ï Î Ï Î Ï Î Ï Î Ï Î 970+00 940+00 920+00 980+00 1000+00 950+00 960+00 1010+00 930+00 2 2 2 2 Smiths Bluff to Beaumont Turning Basin Maneuvering Area at Beaumont Turning Basin Beaumont Turning Basin Extension Beaumont Turning Basin to Bethlehem Shipyard SABINE NECHES SABINE NECHES TEXAS TEXAS U.S. Army Corps of Engineers Galveston District μ Dredging Reach Extent Regional Extent μ HYDROGRAPHIC SURVEY U.S. ARMY ENGINEER DISTRICT CORPS OF ENGINEERS GALVESTON, TEXAS SABINE NECHES Station: 978+40 to 998+95.60 PORT ARTHUR, TEXAS Print Date: 9/27/2019 Mapped by: m3odnmhg Scale: 1:1,500 Additional Imagery: © DigitalGlobe Inc. Side Slope Ratio: (Rise : Run) Authorized Depth: -34ft. Page: 55 of 74 Map: Survey Date(s): 24 September 2019 : Additional Info Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Sources: 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), (c) OpenStreetMap contributors, and the GIS User Community Esri, Garmin, GEBCO, NOAA NGDC, and other contributors Coordinate System: NAD 1983 StatePlane Texas South Central FIPS 4204 Feet Projection: 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 0.3 0.6 0.15 Miles Dredging Reach Extent 0 260 520 130 Feet Hydrographic Survey Extent NOAA Bathymetry (DREDGING REACH EXTENT) Channel Features Channel Dimensions Channel Toe Channel Center Line Channel Station Lines Aids to Navigation Ï Î Green Side Aids Ï Î Red Side Aids Ï Î Lights 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50 μ MLLW 0 - 10 10 - 20 20 - 24 24 - 26 26 - 28 28 - 31 31 - 35 35 - 40 < 40

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Page 1: Sabine Neches Waterway: Beaumont Turning Basin Extension...Sep 24, 2019  · Tur nig Bas Extension Bea umo nt T r i g Basin to Bethlehem Shipyard SABINE NECHES T E X A S U.S. Army

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PORT OF BEAUMONT NAV. DIST., WHARVES NOS. 1 THRU 7PORT OF BEAUMONT NAV. DIST., WHARVES NOS. 1 THRU 7

Port of Beaumont Navigation District of Jefferson County, Wharf No. 1.Port of Beaumont Navigation District of Jefferson County, Wharf No. 1.

Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 5, 6, and 7.Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 5, 6, and 7.

Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 2, 3, and 4.Port of Beaumont Navigation District of Jefferson County, Wharves Nos. 2, 3, and 4.

980+00

94°5'0"W

94°5'0"W

94°5'30"W

94°5'30"W

µ

Sabine Neches Waterway: Beaumont Turning Basin ExtensionSabine Neches Waterway: Beaumont Turning Basin Extension

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940+00

920+

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2

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Smiths Bluffto Beaumont

Turning BasinManeuvering Area

at BeaumontTurning Basin

BeaumontTurning Basin

Extension

Beaumont TurningBasin to

Bethlehem Shipyard

SABINE NECHESSABINE NECHES T E X A ST E X A S

U.S. Army Corps of Engineers Galveston District

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Print

Date

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/2019

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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), (c) OpenStreetMap contributors, and the GIS UserCommunityEsri, 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 0.3 0.60.15Miles

Dredging Reach Extent

0 260 520130Feet

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 - 10

10 - 2

0

20 - 2

4

24 - 2

6

26 - 2

8

28 - 3

1

31 - 3

5

35 - 4

0

< 40