On Chart 69 CHARTS IN262 AND 1584: POSITIONS To agree with the smaller scale charts IN262 and 1584 which are referred to WGS84 Datum, positions read from chart 69 must be adjusted by 0 09 minutes NORTHWARD and 0 08 minutes WESTWARD. On Chart 1566 CHART IN262: POSITIONS To agree with the adjoining chart IN262 which is referred to WGS84 Datum, positions read from chart 1566 must be adjusted by 0 09 minutes NORTHWARD and 0 06 minutes WESTWARD. On Chart 1587 CHART IN262 WEST OF 79 E: POSITIONS To agree with the adjoining chart IN262 which is referred to WGS84 Datum, in the area west of 79 E, positions read from chart 1587 must be adjusted by 0 09 minutes NORTHWARD and 0 07 minutes WESTWARD. On Chart 1587 CHART IN262 EAST OF 79 E: POSITIONS To agree with the adjoining chart IN262 which is referred to WGS84 Datum, in the area east of 79 E, positions read from chart 1587 must be adjusted by 0 02 minutes NORTHWARD and 0 13 minutes EASTWARD.
To accompany Notice to Mariners 4664/18 On Chart 590 SUISUN BAY TABULATED FROM S BY THE CORPS OF ENGINEERS - S TO JUN 2018 MIDDLE HALF OF CHANNEL 1. SUISUN PT. REACH 45.9 49.6.6 6-18 300 0.8 35 2. BULLS HEAD CHANNEL.9 35.9 6-18 300-3 1.2 35 3. EAST BULLS HEAD CHANNEL 34.2 33.8 33.4 6-18 3 1.1 35 4. PT. EDITH CROSSING RANGE.1 31.5 6-18 3 1.1 35 5. PRESTON PT. REACH 34.7 35.0 29.8 6-18 3 0.9 35 6. ROE ISLAND CHANNEL 34.0 34.9 34.1 6-18 3 1.1 35 7. PORT CHICAGO REACH 38.5 37.8.9 6-18 3 0.52 35 MIDDLE GROUND CHANNEL 8. WEST REACH.3 37.5.1 6-18 3 1.29 35 9. EAST REACH.6.9 34.8 6-18 3 1.09 35 On Chart 3204 NEW YORK HARBOR - LOWER BAY TABULATED FROM S BY THE CORPS OF ENGINEERS - REPORT OF MAR 2018 AND S TO FEB 2018 AMBROSE CHANNEL REACH A REACH B REACH C REACH D 52.6.3 51.8.4 54.8.0 52.9 54.0 54.9 52.3 52.4 54.8 51.0.9 47.6.4 5.1 4.2 2.6 2.9 SANDY HOOK CHANNEL (EAST) 33.5 37.0 38.4 32.8 6,7-15 800-2160 4.5 35 SANDY HOOK CHANNEL (BAYSIDE) 29.5 38.2.9 31.1 6,7-15 800 2.4 35 CHAPEL HILL: SOUTH CHANNEL (B) 30.1 30.2 31.0 21.4 10, 11-14 1000 2.6 30 NORTH CHANNEL (B) 21.0 28.5 26.4 27.0 10, 11-14 1000 2.2 30 TERMINAL CHANNEL (NAVY) 45.0 45.0 45.0 45.0 9-09 0-10 0.8 A45 RARITAN BAY EAST REACH 31.5 37.4 38.5 33.1 7-17 600-800 4.0 35 RARITAN BAY WEST REACH 31.0 39.8 30.7 7-17 600 2.4 35 A. THE PROJECT IN THE TERMINAL CHANNEL AND TURNING BASIN IS 45 FEET, EXCEPT AROUND PIERS 2 AND 3 WHERE THE PROJECT IS 35 FEET. S SHOALER THAN PROJECT ARE CHARTED IN CHANNELS. B. SPORADIC SHOAL OBSTRUCTIONS EXIST WITHIN THE CHANNEL BUT ARE NOT CHARTED. CONSULT THE CORPS OF ENGINEERS FOR LOCATION OF OBSTRUCTIONS..
On Chart 3457 ARTHUR KILL, KILL VAN KULL AND NEWARK BAY TABULATED FROM S BY THE CORPS OF ENGINEERS - REPORT OF APR 2018 AND S TO FEB 2018 ARTHUR KILL (A) FRESH KILLS REACH 33.7 35.5.6 33.9 2-17 0 1.65 35 TREMLEY POINT REACH 31.1 38.0 37.3 33.3 2-17 0 0.85 35 PRALLS ISLAND REACH 31.8 35.1.8 30.7 2-17 0 1.13 35 GULFPORT REACH 42.9 43.1 42.1 35.1 2-17 0-600 1.03 35 ARTHUR KILL (B) ELIZABETHPORT REACH 51.5.7 49.7 49.5 2-17 705-0 0.92 NORTH OF SHOOTERS ISLAND REACH.8 51.5.2 47.9 2-17 1105-515 1.07 SOUTH OF SHOOTERS ISLAND REACH C9.1 C11.8 C16.4 C5.3 11-15 0 0.94 30 KILL VAN KULL (A): BERGEN PT. WEST REACH 51.8 52.0 51.9 51.8 3-15 800-1710 1.09 BERGEN PT. EAST REACH.9 51.8.9.3 3-15 800-895 0.96 CONSTABLE HOOK REACH 51.6 52.1 52.2 51.9 3-15 -800 2.52 NEWARK BAY: SOUTH REACH MIDDLE REACH (SOUTH) MIDDLE REACH (NORTH) NORTH REACH PORT ELIZABETH: SOUTH REACH EAST SOUTH REACH WEST BRANCH REACH PORT NEWARK: BRANCH REACH INSHORE REACH PIERHEAD REACH 48.8 43.2 37.5 16.5.0 44.2 47.9 35.8 32.4.8 49.6 44.2 38.2 21.6 49.7 44.5 48.8 37.3 30.4 38.0.8 44.2 37.4 17.9 49.5 44.5 48.3 37.6 29.9 38.0 47.3.9 25.4 6.7 49.4 44.6 47.0 21.7 29.4.1 8-17 8-17 8-17 2-18 2-18 2-18 1000-20 1655-810 800-565 0-1030 515-0 0-100 7-0 1785-0 0 300-7 PASSAIC RIVER: KEARNY PT REACH 15.1 14.2 14.2 9.4 12-16 300 1.00 30 HACKENSACK RIVER: DROYERS REACH 19.9 23.6 23.6 17.6 10-17 300-0 1.55 B32 A. CONTROLLING S ARE REFERENCED FROM SEAWARD WHEN ENTERING FROM LOWER BAY. B. CONTROLLING S ARE REFERENCED FROM SEAWARD WHEN ENTERING FROM UPPER BAY. C. NUMEROUS WRECKS AND OBSTRUCTIONS WITH MINIMUM TO 4 FEET WITHIN CHANNEL LIMITS. D. REACHES WERE NEVER COMPLETED TO A 32 FOOT. PREVIOUS DREDGING WAS TO 30 FEET ONLY. 1.28 0.87 0.54 1.37 0.26 0.17 1.27 0.38 1.06 0.65 35 45
On Chart 3458 RARITAN BAY, ARTHUR KILL AND RARITAN RIVER TABULATED FROM S BY THE CORPS OF ENGINEERS - REPORT OF MAR 2018 AND S TO APR 2018 RARITAN BAY EAST REACH 31.5 37.4 38.5 33.1 7-17 600-800 4.0 35 RARITAN BAY WEST REACH 31.0 39.8 30.7 7-17 600 2.4 35 SEGUINE POINT BEND 32.9 35.9 35.9 21.9 5-17 600-1000 1.2 35 RED BANK REACH 33.5 41.4 41.1 34.4 5-17 600 1.2 35 WARD POINT BEND (EAST) 28.3 39.4 27.9 5-17,2-18 600-800 1.1 35 WARD POINT BEND (WEST) 33.3 34.0 32.1 31.7 5-17,2-18 600-800 1.3 35 OUTERBRIDGE REACH 11.9 35.5.5 32.5 5-17 600-8 1.6 35 PORT SOCONY REACH 33.2 35.9 35.5 32.9 2-17 600-800 0.87 35 PORT READING REACH 32.0 35.2 35.5 31.5 2-17 0-8 1.8 35 FRESH KILLS REACH 33.7 35.5.6 33.9 2-17 0 1.65 35 RARITAN RIVER CUTOFF (A) 19.2 19.5 18.7 18.2 3-17 600-17 1.0 20 WARD POINT SECONDARY CHANNEL 18.3 18.2 18.2 18.1 5-17 0 0.8 30 GREAT BEDS REACH (B) 22.8 24.1 24.1 23.6 12-16 300 0.76 25 SOUTH AMBOY REACH (B) 23.1 22.8 22.8 22.6 12-16 300 1.2 25 A. CONTROLLING S ARE REFERENCED FROM SEAWARD WHEN ENTERING FROM RARITAN RIVER B. THE CORPS. OF ENGINEERS REPORTS MIDDLE HALF OF CHANNEL. On Chart 3459 NEW YORK HARBOR - LOWER BAY TABULATED FROM S BY THE CORPS OF ENGINEERS - REPORT OF MAR 2018 AND S TO FEB 2018 AMBROSE CHANNEL REACH B REACH C REACH D.3 51.8.4.0 52.9 54.0 52.3 52.4 54.8.9 47.6.4 4.2 2.6 2.9 SANDY HOOK CHANNEL (EAST) 33.5 37.0 38.4 32.8 6,7-15 800-2160 4.5 35 SANDY HOOK CHANNEL (BAYSIDE) 29.5 38.2.9 31.1 6,7-15 800 2.4 35 CHAPEL HILL: SOUTH CHANNEL (B) 30.1 30.2 31.0 21.4 10, 11-14 1000 2.6 30 NORTH CHANNEL (B) 21.0 28.5 26.4 27.0 10, 11-14 1000 2.2 30 TERMINAL CHANNEL (NAVY) 45.0 45.0 45.0 45.0 9-09 0-10 0.8 A45 TURNING BASIN (NAVY) 45.0 45.0 45.0 45.0 9-09 0-2300 0.6 A45 RARITAN BAY EAST REACH 31.5 37.4 38.5 33.1 7-17 600-800 4.0 35 A. THE PROJECT IN THE TERMINAL CHANNEL AND TURNING BASIN IS 45 FEET, EXCEPT AROUND PIERS 2 AND 3 WHERE THE PROJECT IS 35 FEET. S SHOALER THAN PROJECT ARE CHARTED IN CHANNELS. B. SPORADIC SHOAL OBSTRUCTIONS EXIST WITHIN THE CHANNEL BUT ARE NOT CHARTED. CONSULT THE CORPS OF ENGINEERS FOR LOCATION OF OBSTRUCTIONS.
To accompany Notice to Mariners 4676/18 On Chart 2809 CHARLESTON HARBOR, COOPER RIVER AND SHIPYARD RIVER TABULATED FROM S BY THE CORPS OF ENGINEERS - S TO FEB 2018 ( FORT SUMTER RANGE 41.9 48.5 48.1 34.1 12-17 A,B 1000 17.0 47 MOUNT PLEASANT RANGE 48.6 49.0.6.4 11-17 1000-600 1.8 45 REBELLION REACH 45.0 47.4 49.9 46.4 11-17 600-999 1.6 45 ANCHORAGE BASIN A 25.7 31.8 32.7 37.0 11-17 999 1.4 45 BENNIS REACH 45.6 47.8 47.1 47.3 11-17 600 1.5 45 HORSE REACH 49.2.4.1 48.5 11-17 C 600 0.4 45 CUSTOMHOUSE REACH.8.6 37.6 11-17 999 0.7 45 SOUTH CHANNEL 17.0 17.0 18.0 27.0 6-15 600-1000 2.9 30 HOG ISLAND REACH 46.7 47.1 45.8.2 11-17 D 800-600 1.8 45 DRUM ISLAND REACH 42.5 47.7 48.0 46.5 1-18 880 0.8 45 TIDEWATER REACH 29.4 26.5 25.1 24.7 11-17 6 0.7 TOWN CREEK LOWER REACH 35.8 38.4 41.4.9 11-17 4-0 1.3 45 TOWN CREEK LOWER REACH TB 38.4 37.3.9 11-17 300 0.3 35 TOWN CREEK UPPER REACH.7.2.0 42.1 11-17 999 1.1 16 MYERS BEND 45.0 47.6 47.1 45.9 11-17,1-18 999 0.5 45 DANIEL ISLAND REACH 47.1 47.8 47.3 46.6 1-18 880 1.3 45 DANIEL ISLAND BEND 39.7.0 51.6 49.1 1-18 800-700 0.5 45 CLOUTER CREEK REACH 45.6 48.4 48.3 45.2 1-18 600 1.3 45 NAVY YARD REACH 46.2 47.7 46.3 45.6 1-18 600-700 1.1 45 NORTH CHARLESTON REACH 48.2 49.3 48.8 47.0 1-18 0-600 0.9 45 FILBIN CREEK REACH 44.3 49.0.1 47.5 1-18 0 0.9 45 PORT TERMINAL REACH 44.8 48.6 48.4 47.7 1-18 600 0.7 45 ORDNANCE REACH.2.4 38.8 42.6 1-18 600 0.4 45 ORDNANCE REACH TURNING 43.0 42.2 30.4 1-18 800 0.4 45 WANDO RIVER: LOWER REACH 44.1 47.2 48.0 44.9 2-18 10-0 1.4 45 UPPER REACH 38.4.3 39.135.9 2-18 8-600 0.9 45 TURNING BASIN 42.2 47.3 47.5 49.3 2-18 5 0.7 45 SHIPYARD CREEK: LOWER CHANNEL 34.5 35.8 32.7 1-18 1300-300 0.7 45 TURNING BASIN 38.0 38.3 38.4.4 8-17;1-18 999 0.2 45 UPPER CHANNEL 8.5 16.7 18.0 16.2 10-17;1-18 200 0.6 30 COOPER RIVER: RANGE A 39.0 39.0 39.0 E37.0 6-11; 9-11 0-6 1.2 35 RANGE B 32.6 35.1 35.1 35.0 3-10; 6-11 0-700 0.9 35 A. MAINTAINED 800 FEET WIDE AT PROJECT OF 47 FEET. B. FINAL 100 FEET AND PROJECT 42 FEET. C. ONLY REPORTING 600 FEET WIDE FROM TOE OF CHANNEL. D. ONLY REPORTING 300 FEET AND OF CENTERLINE. E. 31.0 FT ALONG CHANNEL EDGE..
To accompany Notice to Mariners 4677/18 On Chart 3149 PENSACOLA HARBOR AND BAYOU CHICO CHANNELS TABULATED FROM S BY THE CORPS OF ENGINEERS - REPORT OF FEB 2018 AND OF FEB 2018 MIDDLE HALF OF CHANNEL ( PENSACOLA HARBOR BAY CHANNEL 33.0 33.0 32.7 5-17 300 2.7 33 WEST CHANNEL 26.0 26.3 26.7 5-17 300 0.8 33 EAST CHANNEL 29.4 32.2 29.5 5-17 300 1.3 33 HARBOR CHANNEL 26.9 26.9 26.5 5-17 0 0.8 33 BAYOU CHICO CHANNELS ENTRANCE CHANNEL 15.0 15.0 11.1 2-18 100 0.8 15 INNER CHANNEL 14.0 14.0 14.0 2-18 75 1.0 14 TURNING BASIN 4.9 10.3 9.0 2-18 0 0.1 14 To accompany Notice to Mariners 4680/18 On Chart 2810 BRUNSWICK HARBOR TABULATED FROM S BY THE CORPS OF ENGINEERS - REPORT OF MAY 2018 CONTROLLING S FROM SEAWARD IN FEET AT MEAN LOWER LOW WATER () DATE OF ( ST SIMONS RANGE 27.5 B34.4 35.9 24.2 0 9.7 38 PLANTATION CREEK RANGE 32.9 37.2.4.0 0 1.8-38 JEKYLL ISLAND RANGE 35.8 38.1 37.5 37.2 0 1.9 CEDAR HAMMOCK RANGE.1.7.9 34.0 0 1.4 BRUNSWICK POINT CUT RANGE 35.0 37.0.3 32.2 0 2.4 TURTLE RIVER LOWER RANGE 37.5.7 37.3 34.8 0 1.8 BLYTHE ISLAND RANGE 29.3 27.7 25.5 24.9 300 1.5 30 TURTLE RIVER UPPER RANGE 26.0 28.8 28.4 25.2 300 2.7 30 UPPER EAST RIVER ENTRANCE TO SECOND AVE 37.2 37.9 38.6 35.1 0 1.2 37 SECOND AVE TO MAYOR S POINT C34.3 35.8.6 34.0 0 1.0 EAST RIVER TURNING BASIN SOUTH BRUNSWICK RIVER (A & B) WIDENER WIDENER 11 (W11) WIDENER 12 (W12) WIDENER 13 (W13) BASIN BASIN 14 (B14) BASIN 15 (B15) BASIN 16 (B16) 28.0 24.5 A. THE SOUTH BRUNSWICK RIVER WIDENER LEAST WAS 20.7 FEET. B. EXCEPT FOR A 35 FEET OBSTRUCTION LOCATED BY A NOS OF JUL 2006 AT 31 04 15.5 N; 81 16 57.4 W. C. EXCEPT FOR A DANGEROUS WRECK LOCATED IN APPROXIMATE POSITION 31 08 49.8 N; 81 29 59.3 W. 27.1 17.4 1100 0 0.9 1.3 37