HYDROGRAPHIC SURVEY. Mile 20 to Mile Station: to Channel to Harlingen ^ # * " Aids to Navigation
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1 Mile 2 to Mile 2. ' 2 1'N ' 1 1+ ' 'N 1 2 1'N Authorized Depth: -ft Mapped by: modnmfp ' 1+ Scale: 1:, 1 1 of 1 1 Survey Date(s: 1 December 21 magery Date: October 2, 2 DigitalGlobe nc. 2 Side Slope Ratio: 1:2 (Rise : Run 'N and Deeper 1. HORZONTAL COORDNATES ARE REFERENCED TO TEAS STATE PLANE COORDNATE SYSTEM, SOUTH CENTRAL ZONE NAD US SURVEY FEET and Shallower ' 2. ELEVATONS ARE REFERENCED TO MEAN LO TDE (MLT DATUM.. THS PROJECT AS DESGNED BY THE GALVESTON DSTRCT OF THE U.S. ARMY CORPS OF ENGNEERS. THE NTALS AND SGNATURES AND REGSTRATON DESGNATONS OF NDVDUALS APPEAR ON THESE PROJECT DOCUMENTS THN THE SCOPE OF THER EMPLOYMENT AS REQURED BY ER THE NFORMATON DEPCTED ON THS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES NDCATED AND CAN ONLY BE CONSDERED AS NDCATNG THE GENERAL CONDTONS ESTNG AT THAT TME. THESE CONDT ONS ARE SUBJECT TO RAPD CHANGE DUE TO SHOALNG EVENTS. A PRUDENT MARNER SHOULD NOT RELY ECLUSVELY ON THE NFORMATON PROVDED HERE. REQURED BY CFR 2.2. FOR THE MOST UP TO DATE NFORMATON PLEASE CHECK OUR EBSTE AT:.SG.USACE.ARMY.ML ' Coordinate System: NAD 1 StatePlane Texas South FPS 2 Datum: North American 1 False Easting:,2. False Northing: 1,,1. Central Meridian: -. Standard Parallel 1: 2.1 Standard Parallel 2: 2. Latitude Of Origin: 2. Service Layer Credits: Sources: Esri, HERE, DeLorme, TomTom, ntermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, GN, Kadaster NL, Ordnance Survey, Esri Japan, MET, Esri China (Hong Kong, swisstopo, Mapmyndia, OpenStreetMap contributors, and the GS User 1 2 1, HARLNGEN, TEAS Station: 1+ to + Mile 2 to Mile 'N U.S. ARMY ENGNEER DSTRCT CORPS OF ENGNEERS GALVESTON, TEAS HYDROGRAPHC SURVEY 2 1'N
2 Mile 2 to Mile 2. ' ' ' ' 2 1'N 'N Side Slope Ratio: 1:2 (Rise : Run Authorized Depth: -ft. 2 1'N Mapped by: modnmfp + Scale: 1:, 2 1'N 1 of + Survey Date(s: 1 December 21 magery Date: October 2, 2 DigitalGlobe nc. ' ' 1 and Deeper HORZONTAL COORDNATES ARE REFERENCED TO TEAS STATE PLANE COORDNATE SYSTEM, SOUTH CENTRAL ZONE NAD US SURVEY FEET. - ' - - and Shallower LBUR ELLS CO., RO HONDO TERMNAL DOCK 2. ELEVATONS ARE REFERENCED TO MEAN LO TDE (MLT DATUM.. THS PROJECT AS DESGNED BY THE GALVESTON DSTRCT OF THE U.S. ARMY CORPS OF ENGNEERS. THE NTALS AND SGNATURES AND REGSTRATON DESGNATONS OF NDVDUALS APPEAR ON THESE PROJECT DOCUMENTS THN THE SCOPE OF THER EMPLOYMENT AS REQURED BY ER THE NFORMATON DEPCTED ON THS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES NDCATED AND CAN ONLY BE CONSDERED AS NDCATNG THE GENERAL CONDTONS ESTNG AT THAT TME. THESE CONDT ONS ARE SUBJECT TO RAPD CHANGE DUE TO SHOALNG EVENTS. A PRUDENT MARNER SHOULD NOT RELY ECLUSVELY ON THE NFORMATON PROVDED HERE. REQURED BY CFR 2.2. FOR THE MOST UP TO DATE NFORMATON PLEASE CHECK OUR EBSTE AT:.SG.USACE.ARMY.ML ' Coordinate System: NAD 1 StatePlane Texas South FPS 2 Datum: North American 1 False Easting:,2. False Northing: 1,,1. Central Meridian: -. Standard Parallel 1: 2.1 Standard Parallel 2: 2. Latitude Of Origin: 2. ' Service Layer Credits: Sources: Esri, HERE, DeLorme, TomTom, ntermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, GN, Kadaster NL, Ordnance Survey, Esri Japan, MET, Esri China (Hong Kong, swisstopo, Mapmyndia, OpenStreetMap contributors, and the GS User 2 1,1 1, HARLNGEN, TEAS 1 + Station: 1+ to + 1 Mile 2 to Mile 2. U.S. ARMY ENGNEER DSTRCT CORPS OF ENGNEERS GALVESTON, TEAS 2 1'N 1 HYDROGRAPHC SURVEY 1 1
3 Mile 2 to Mile 2. ' ' ' ' LBUR ELLS CO., RO HONDO TERMNAL DOCK 'N of 2 1'N 1 Mapped by: modnmfp Scale: 1:, 1 Survey Date(s: 1 December 'N magery Date: October 2, 2 DigitalGlobe nc. Side Slope Ratio: 1:2 (Rise : Run Authorized Depth: -ft. 2 1'N 1 1 and Deeper HORZONTAL COORDNATES ARE REFERENCED TO TEAS STATE PLANE COORDNATE SYSTEM, SOUTH CENTRAL ZONE NAD US SURVEY FEET ELEVATONS ARE REFERENCED TO MEAN LO TDE (MLT DATUM.. THS PROJECT AS DESGNED BY THE GALVESTON DSTRCT OF THE U.S. ARMY CORPS OF ENGNEERS. THE NTALS AND SGNATURES AND REGSTRATON DESGNATONS OF NDVDUALS APPEAR ON THESE PROJECT DOCUMENTS THN THE SCOPE OF THER EMPLOYMENT AS REQURED BY ER THE NFORMATON DEPCTED ON THS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES NDCATED AND CAN ONLY BE CONSDERED AS NDCATNG THE GENERAL CONDTONS ESTNG AT THAT TME. THESE CONDT ONS ARE SUBJECT TO RAPD CHANGE DUE TO SHOALNG EVENTS. A PRUDENT MARNER SHOULD NOT RELY ECLUSVELY ON THE NFORMATON PROVDED HERE. REQURED BY CFR 2.2. FOR THE MOST UP TO DATE NFORMATON PLEASE CHECK OUR EBSTE AT:.SG.USACE.ARMY.ML ' Coordinate System: NAD 1 StatePlane Texas South FPS 2 Datum: North American 1 False Easting:,2. False Northing: 1,,1. Central Meridian: -. Standard Parallel 1: 2.1 Standard Parallel 2: 2. Latitude Of Origin: 2. ' Service Layer Credits: Sources: Esri, HERE, DeLorme, TomTom, ntermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, GN, Kadaster NL, Ordnance Survey, Esri Japan, MET, Esri China (Hong Kong, swisstopo, Mapmyndia, OpenStreetMap contributors, and the GS User 2 1,1 1, HARLNGEN, TEAS ' - - and Shallower ' Station: 1+ to + ' 1 Mile 2 to Mile 2. U.S. ARMY ENGNEER DSTRCT CORPS OF ENGNEERS GALVESTON, TEAS 2 HYDROGRAPHC SURVEY +
4 Mile 2 to Mile 2. ' ' ' ' 1 ' 'N Side Slope Ratio: 1:2 (Rise : Run 1 Authorized Depth: -ft. 2 'N RO HONDO TERMNAL DOCK and Deeper HORZONTAL COORDNATES ARE REFERENCED TO TEAS STATE PLANE COORDNATE SYSTEM, SOUTH CENTRAL ZONE NAD US SURVEY FEET. - ' - ' and Shallower ' + 2. ELEVATONS ARE REFERENCED TO MEAN LO TDE (MLT DATUM.. THS PROJECT AS DESGNED BY THE GALVESTON DSTRCT OF THE U.S. ARMY CORPS OF ENGNEERS. THE NTALS AND SGNATURES AND REGSTRATON DESGNATONS OF NDVDUALS APPEAR ON THESE PROJECT DOCUMENTS THN THE SCOPE OF THER EMPLOYMENT AS REQURED BY ER THE NFORMATON DEPCTED ON THS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES NDCATED AND CAN ONLY BE CONSDERED AS NDCATNG THE GENERAL CONDTONS ESTNG AT THAT TME. THESE CONDT ONS ARE SUBJECT TO RAPD CHANGE DUE TO SHOALNG EVENTS. A PRUDENT MARNER SHOULD NOT RELY ECLUSVELY ON THE NFORMATON PROVDED HERE. REQURED BY CFR 2.2. FOR THE MOST UP TO DATE NFORMATON PLEASE CHECK OUR EBSTE AT:.SG.USACE.ARMY.ML ' Coordinate System: NAD 1 StatePlane Texas South FPS 2 Datum: North American 1 False Easting:,2. False Northing: 1,,1. Central Meridian: -. Standard Parallel 1: 2.1 Standard Parallel 2: 2. Latitude Of Origin: 2. Service Layer Credits: Sources: Esri, HERE, DeLorme, TomTom, ntermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, GN, Kadaster NL, Ordnance Survey, Esri Japan, MET, Esri China (Hong Kong, swisstopo, Mapmyndia, OpenStreetMap contributors, and the GS User 2 1,1 1, HARLNGEN, TEAS Station: 1+ to Mile 2 to Mile 2. U.S. ARMY ENGNEER DSTRCT CORPS OF ENGNEERS GALVESTON, TEAS 2 'N HYDROGRAPHC SURVEY Mapped by: modnmfp 2 of + 2 'N Scale: 1:, Survey Date(s: 1 December 21 magery Date: October 2, 2 DigitalGlobe nc. 2
5 Mile 2 to Mile 2. ' ' ' ' 'N VALERO PPELNE CO., HARLNGEN 'N of HELENA CHEMCAL CO., HARLNGEN TERMNAL, DOCK NO. 1 Mapped by: modnmfp 1 Scale: 1:, 21 + Survey Date(s: 1 December 21 1 magery Date: October 2, 2 DigitalGlobe nc. 2 'N CEME CORP., HARLNGEN TERMNAL, DOCK NO Side Slope Ratio: 1:2 (Rise : Run 2 Authorized Depth: -ft. 2 'N 1 and Deeper HORZONTAL COORDNATES ARE REFERENCED TO TEAS STATE PLANE COORDNATE SYSTEM, SOUTH CENTRAL ZONE NAD US SURVEY FEET ELEVATONS ARE REFERENCED TO MEAN LO TDE (MLT DATUM.. THS PROJECT AS DESGNED BY THE GALVESTON DSTRCT OF THE U.S. ARMY CORPS OF ENGNEERS. THE NTALS AND SGNATURES AND REGSTRATON DESGNATONS OF NDVDUALS APPEAR ON THESE PROJECT DOCUMENTS THN THE SCOPE OF THER EMPLOYMENT AS REQURED BY ER THE NFORMATON DEPCTED ON THS SURVEY MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES NDCATED AND CAN ONLY BE CONSDERED AS NDCATNG THE GENERAL CONDTONS ESTNG AT THAT TME. THESE CONDT ONS ARE SUBJECT TO RAPD CHANGE DUE TO SHOALNG EVENTS. A PRUDENT MARNER SHOULD NOT RELY ECLUSVELY ON THE NFORMATON PROVDED HERE. REQURED BY CFR 2.2. FOR THE MOST UP TO DATE NFORMATON PLEASE CHECK OUR EBSTE AT:.SG.USACE.ARMY.ML ' Coordinate System: NAD 1 StatePlane Texas South FPS 2 Datum: North American 1 False Easting:,2. False Northing: 1,,1. Central Meridian: -. Standard Parallel 1: 2.1 Standard Parallel 2: 2. Latitude Of Origin: 2. Service Layer Credits: Sources: Esri, HERE, DeLorme, TomTom, ntermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, GN, Kadaster NL, Ordnance Survey, Esri Japan, MET, Esri China (Hong Kong, swisstopo, Mapmyndia, OpenStreetMap contributors, and the GS User 2 1, HARLNGEN, TEAS ' ' and Shallower + Station: 1+ to + ' Mile 2 to Mile 2. U.S. ARMY ENGNEER DSTRCT CORPS OF ENGNEERS GALVESTON, TEAS PORT OF HARLNGEN AUTHORTY, HARF NO. 2 HYDROGRAPHC SURVEY AGRLANCE HARLNGEN TERMNAL, DOCK NO.
95 58'30"W '30"W
Mile 2 to Mile ' '3 ' 1 1 1 44 6 6 2 43'N 62 2424 2 26 24 2 2 2 2 2 43'N 2 33 3 3 336 33 31 23436 363 2 262 2 - - 1 - - 1 and Deeper 2. ELEVATONS ARE REFERENCED TO MEAN LOER LO (MLL DATUM. 3. THS PROJECT
95 59'30"W '30"W
5 5' : 2 2 4'N Mile 2 4'N 122 2 2 33 34 2 1 1 1 12 252 21 1 1 - - - 1. HORZONTAL COORDNATES ARE REFERENCED TO TEAS STATE PLANE COORDNATE SYSTEM, SOUTH CENTRAL ZONE NAD3 US SURVEY FEET. - Depth in (MLL
MURDOCK PASS. Corpus Christi-Baffin Bay Buoy 37. Corpus Christi-Baffin Bay Buoy '30"W
South Bird sland to Light 1 2' 2' 1 + 2 'N MURDOCK PASS 1 + 1 + Mil e: 1 + 2 Corpus Christi-Baffin Bay Buoy 2 of Mapped by: MAOPAC Scale: 1:, 1 + 2 'N Survey Date(s: May 21 magery Date: October 2, 2 DigitalGlobe
96 33'30"W 96 33'30"W
34' 33'3 33' 2 3 Port O`Connor Landcut Daybeacon + 5 + 1+ 2 22'3N 3 4 4 32 Side Slope Ratio: (Rise : Run 4 4 2 22'3N 33 34 35 Port O`Connor Landcut Daybeacon A 4 5 Pag Mapped by: M3AOPAC Scal 1:3, of Survey
Colorado River: Mile 8 to Mile 13.5
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