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Page 1: Sabine Neches Waterway: Turning Basin at Mile 40...2017/03/02  · 44 44434343 4343434343 434242 424139 4344444343 3231 4343 28 4344 2523 4343 434343 20 434343 4343 15 43 434344 444444

700+00

714+20

690+00

Neches River Light 46

Neches River Light 49

Oiltanking Terminal Dock Light North

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94°2'0"W

94°2'0"W

µService 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

Sabine Neches Waterway: Turning Basin at Mile 40.3Sabine Neches Waterway: Turning Basin at Mile 40.3

#*

#*

")

")

")

714+20

700+00

726+74

710+00

690+00

S A B I N E N E C H E SS A B I N E N E C H E S -40ft.ft-40ft.ft

-36ft.ft-36ft.ftSABINESABINE

NECHESNECHES

µ µ

Channel Dimensions

T e x a sT e x a s

U.S. Army Corps of Engineers Galveston District

µ

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.

Dred

ging R

each

Exte

nt

Regio

nal E

xtent

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

: 690

+20 t

o 705

+50

Turn

ing Ba

sin at

Mile

40.3

PORT

ART

HUR,

TEXA

S

0 0.550.275Miles

Dredging Reach Extent

0 275 550137.5Feet

Hydrographic Survey Extent

Channel Center Line

Channel Station Lines

Navigation Channel

Aids to Navigation_̂ Lights

#* Red Side Aids

") Green Side Aids

XW Mooring Buoy 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 50NOAA Bathymetry (REACH EXTENT)

Surve

y Date

(s):

02 M

arch 2

017

Print

Date

: 5/8/

2017

Mapp

ed by

: M3A

OXPA

C

Scale

: 1:1,

500

Addit

ional

Imag

ery: ©

Digi

talGl

obe I

nc.

Side S

lope R

atio:

(Rise

: Run

)

Autho

rized

Dep

th: -4

0ft.

Page

:

59

of

72Ma

p:

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 >

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