20160988 Ver 1_Public Notice_20161017 (50)

US Army Corps
of Engineers ,
Wilmington District
CESAW-OPS
PUBLIC NOTICE
EMERGENCY DREDGING ACTION
WANCHESE HARBOR CHANNEL
Portion of Manteo (Shallowbag) Bay, NC Proiect
TO WHOM IT MAY CONCERN:
17 October 2016
The U.S. Army Corps of Engineers, Wilmington District (Corps), has determined that shoaling
conditions exist in the subject section of the Wanchese Harbor Entrance Channel that poses an
immediate threat to navigation (Figures 1 and 2). The emergency conditions require the
immediate removal of approximately 18,000 cubic yards of fine-grained sandy material from the
channel in the vicinity of Range 14A (Figure 3). Current controlling depths are approximately -5
feet mean lower low water (mllw). Removal of the material will allow the safe passage of
vessels to and from the harbor. Even though the authorized depth is -12 mllw +2 feet overdepth,
emergency dredging will only be performed to a depth of -10 feet (+ 2 feet overdepth) in the
identified area.
Work will be performed by a Government -owned special purpose hopper dredge and the
material will be placed to the west of the Bonner Bridge in the Federal channel (Figure 4). No
alternatives to performing the work by Government -owned vessel are available at this time.
Work could commence as early as 18 October 2016.
The procedures outlined in the 1986 Memorandum of Agreement between the State of North
Carolina Division of Environmental Quality and the U.S. Army Corps of Engineers, Wilmington
District, were followed to obtain all necessary clearances for the emergency action to take place.
This public notice is being distributed to all known interested persons for informational purposes
only. For further information, please contact Ms. Emily Hughes, telephone [phone].
This public notice satisfies the notification requirements of Executive Order 11988 and Sections
401 and 404 of the Clean Water Act.
Daniel Brown
Chief, Operations Division

Dare County,
North Carolina
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Map Date: October 14, 2016
Map #: sawnavgis-2016-027

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WWAY RO I N TS
Project
:Survey Date
SPF X
SPF Y
DMS X
DMS_Y
Manteo 14abc - Waypoint 1
2016-10-11
13002668
3005482
779038
75' 36' 24.220" W
35' 50' 35.821" N
Manteo 14abc - Waypoint 4
2016-10-11
777745
75' 36' 58.928" W
35' 50' 23.991" N
Manteo 14abc - Waypoint 5
2016-10-11
13002194
1777691
75- 37' 4.702" W
35' 50' 23.613" N
Manteo 14abc - Waypoint 6
2016-10-11
13001713
1777890
75° 37' 10.459- W
35° 5U 25.744"' N
MANTEO CHANNELS
TYPICAL SECTION
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1. ELEVATIONS ARE IN FEET AND REFER TO NOAA'S REPORTED MEAN LOWER LOW t -
WATER (MLLW) RELATIVE TO THE 1983-2001 TIDAL EPOCH. 31+21.1 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 740, 6A00 5+00 4+00 2+00 1+00 0+00
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2. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL" KNOWLTON ", USING RTK GPS; Tid'eCI,� 1
HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT. �.
3. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.L.L.W..
4. TIDE GAGE LOCATED AT: DAYBEACON 5
USE OF TIDE VALUES FOR THIS GAGE ARE RESTRICTED TO QUALITY ASSURANCE PURPOSES
FOR VERIFICATION OF RTK TIDES. THE WILMINGTON DISTRICT WILL ONLY USE STAFF
GAGE TIDAL VALUES FOR FINAL MAPPING AND QUANTITY CALCULATIONS IF RTK GPS IS UN-
AVAILABLE AT THE TIME OF SURVEY-
5- THIS PROJECT WAS (DESIGNED BY THE WILMINGTON 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 ER11110-1-81152.
6. 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
7. NAVIGATION AIDS LOCATED WITH (DISTRICT SURVEY VESSEL, ACCURACY +/- 3 METERS.
8. FOR THE MOST UP TO DATE INFORMATION PLEASE CHECK OUR WE'BSITE AT:
U1WW SAW.USACE.ARMY.MIL
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Note: Channel Conditions Prior to Hurri
(Survey Date: 9/29/2016)
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X 3,004,195
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Lat 350 50' 31.362" N
Long. 750 3640.058" W
X 3,004.237
Y 778.453
Lat 353 50' 30.456" N
Long. 75' 36' 39.577" W
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1. ELEVATORS aREJN FEETANO REFERTO NOAAS REPORTED MEAN LOWER LOIN
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USE OF TIDE VALUED FOR 1HI5 GAGE ARE RESTR ICTED TV OL'I ASSURANCE PURFUSES
FOR VERIFICATION OF RTKTIDE3. tF£ WILMINGTOIJ DSTRICT'/ILLONLY LI.v= $ APF
RAGE TIDALVALIJES FOR RNALM.IPPINGAND OLIAMn1' RLCIJLdPON9F RTH GPSI9 WR
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91H15 PROJECT WAS DESIGNED BY THE CUE INGTON DISTRICT OFTHE U e ARMY
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MADEL°1THEDATES ATTIdTEOIME GANONLv SEPOINEAEREDASINTTO RAPTHECENERa�
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IXIETAVALDO VIG U ENrs. APRUO€PR MAW INEa SHOULD TIDY RELr ExcwslvELv CNTHE
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B FOR THE MDSTUPTO DATE INFORMATION PLEASE CHECK OUR WEBSUE AT
WWWSAWU&AQEDV MYMIL
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R5£RENCE SURFACE TINS USED FOR ESTIMATED QUANTITY CALCULATIONS INCLUDE
MANTE014ABC SFT TEMP TIP]
MANTE014ABC 1OFT TEMP TIN
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XY 370050290
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Lat 35' 50' 36.010" N
Long. 75
36' 26.546" W
X 3,005.330
Y 778,959
Lat 35° 50' 35.090" N X 3.005,458
Long. 75° 36' 26.10T' W Y 778,91
35` 50' 33
Lat 4.594" N
Lon g. 75 3624.571.1W
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0-8
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0
Tide Gage
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M15-14
15 and Deeper
Navigation Channel
ESTIMATED MATERIAL IN
DREDGE BOX AS OF 11 OCTOBRER 2016
13,383 CY @ -9FT
18,859 CY @ -10FT
1:3 SIDESLOPE
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