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HomeMy WebLinkAbout20131279_Ver 3_Continued update on Winter 2018 Main Dredge_20181217From: Willson, Kenneth To: Coats, Heather Cc: Pelletier, Josh R SAW (Josh. R. Pel letier(obusace.army.mil); Bobby Outten - Dare County (outten(nbdarenc.com); Trowell. Steve; Howell, Jonathan; Scarbrauah, Anthony Subject: [External] RE: Update on Hatteras Inlet project Date: Monday, December 17, 2018 9:10:35 AM Attachments: imaae004.p_na imaae001.Dna December Event DRAFT 12-17-18.Ddf ffe"Ime External email. Do not click links or open attachments unless verified. Send all suspicious email as an -o ) W The USACE conducted an updated survey of Hatteras Inlet last week. They ended up moving the channel position to the north slightly. Attached is an updated plan set showing the updated channel position and contours. I have requested feedback from them on whether the Temporary Disposal Site should be moved, but I haven't gotten any confirmation yet. As of Friday, there was no definitive plan for when they would start dredging based on weather; however, this morning when I checked the vessel tracking system, it appears the Currituck is down in the vicinity of Hatteras Inlet. As soon as I hear something definitive from the USACE Navigation Branch folks, I'll let you know. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(cDAPTIM.com A APTI M 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Thursday, December 13, 2018 9:01 AM To: 'Coats, Heather' <heather.coats@ncdenr.gov> Cc: Pelletier, Josh R SAW (Josh.R.Pelletier@usace.army.mil) <Josh. R. Pelletier@ usace.army.mil>; Bobby Outten - Dare County (outten@darenc.com) <outten@darenc.com>; Trowell, Steve <steve.trowell@ncdenr.gov>; Howell, Jonathan <jonathan.howell@ncdenr.gov>; Scarbraugh, Anthony <anthony.scarbraugh@ncdenr.gov> Subject: Update on Hatteras Inlet project W The Currituck is still in Wanchese. The USACE wants to do another conditional survey of the channel before the dredge heads that way. The survey may be conducted today and as soon as we get the information, we will provide updated drawings with the new conditions as well as any proposed changes to the channel or temporary bottom disposal location. Based on weather for the weekend, we do not anticipate any dredging of the channel to occur until next week at the earliest. I'll continue to keep you all updated. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willsonl@APTIM.com A APTIM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com HATTERAS INLET MAINTENANCE PROJECT PAMLICO SOUND z PROJECT AREA HATTERAS I HATTERAS OCRACOKE INLET ISLAND ATLANTIC OCEAN DARE COUNTY, NORTH CAROLINA SHEET INDEX 1 COVER SHEET 2 PROJECT OVERVIEW 3 CONNECTOR CHANNEL PLAN VIEW 4 CONNECTOR CHANNEL CROSS SECTIONS GENERAL NOTES: 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983, (NAD83). 2. ELEVATIONS ARE REFERENCED TO MLW. 3. DATE OF AERIAL PHOTOGRAPHY: CS -1 AND PV -1 ESRI JANUARY 2016, PV -2 NCDOT HATTERAS IMAGE MARCH 2016 4. SURVEY DATA COLLECTED BY US ARMY CORPS OF ENGINEERS. DECEMBER 12, 2018. 5. BATHYMETRIC CONTOURS REPRESENT THE CONDITIONS OF THE CHANNEL ON DECEMBER 12, 2018 AND SHOULD NOT BE RELIED ON FOR NAVIGATION PURPOSES. LEGEND 0 7500 15000 GRAPHIC SCALE IN FT HAT -03-V-18 RALEIGH CHARLOTTE GPS �. CAPE HATTERAS - -- ----- No�� PROJECT LOCATION JACKSONVILLE• MOREHEAD CITY i \ CAPE LOOKOUT N.T.S. CAPE FEAR ATLANTIC OCEAN NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY MEAN LOW WATER LINE MEAN HIGH WATER LINE CROSS SECTION LINE HATTERAS INLET BORINGS 2003 AND ID NEARSHORE DISPOSAL AREA SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER ASBUILT EXISTING CABLE ROUTE (CALDWELL CABLE VENTURES) EXISTING CABLE ROUTE (UTLITY ELECTRICAL CONSULTANTS, PC) ASBUILT NEW CABLE ROUTE N �a vY E3 EN mQ w� ZY Em U U� 0 0 M � a 3z D D D ~ s GQ &Z a� 0 wZa LuaV F wZxlL ozo N Q Z W > W ca > V?O OU Lu O paV �w wQ p Q x DRAWING NO. CS -1 SHEET 1 OF 4 CULTURAL RESOURCE SURVEY AREA i r \ CONNECTOR t l\ CHANNEL CORRIDOR PAMLICO SOUND t \ I -_03-- � t HAT -03-V-17 0 0 0 HAT -03-V-15 HAT -03-V-14 \�HAT-03-V-18 0 HAT -03-V-19 i OCRACOKE —� ISLAND — — J LIFE SAVING STATION AVOIDANCE AREA BREAKING SHOAL AVOIDANCE AREA t fl J NEARSHORE DISPOSAL -- LOCATION NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY T -03-V-90 �S / I r � J CHAT -03-V-6 1 /0 I / / (� r HAT -03-V-7 0 0 HAT -03-V-8 CHARTED WRECK AVOIDANCE AREA HAT -03-V-10 0 HATTERAS 0 HAT -03-V-11 0 GHAT -03-V-12 HAT -03-V-13 HATTERAS / INLET PROPOSED CONNECTOR CHANNEL 0 1000 2000 GRAPHIC SCALE IN FT N V r r 00 z a¢ ri LL W w z W z W z z z a J a� J C � In .5 sl o ° &� VM0 e U mZ Z U �_ " U)o . C E � ¢z a ao 3 Z.0 M==! 3 L. v� 3 III INN[ 3 EN Q w� � om U p N Y €(7 mN oQ 0 o�a G W a &Z ao W O 3:Lu w wZx oLL' O > N a Z O Lu it L z Lu U WZo pQu a <W wa p a x DRAWING NO. PV -1 SHEET 2 OF 4 l \ i r \ CONNECTOR t l\ CHANNEL CORRIDOR PAMLICO SOUND t \ I -_03-- � t HAT -03-V-17 0 0 0 HAT -03-V-15 HAT -03-V-14 \�HAT-03-V-18 0 HAT -03-V-19 i OCRACOKE —� ISLAND — — J LIFE SAVING STATION AVOIDANCE AREA BREAKING SHOAL AVOIDANCE AREA t fl J NEARSHORE DISPOSAL -- LOCATION NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY T -03-V-90 �S / I r � J CHAT -03-V-6 1 /0 I / / (� r HAT -03-V-7 0 0 HAT -03-V-8 CHARTED WRECK AVOIDANCE AREA HAT -03-V-10 0 HATTERAS 0 HAT -03-V-11 0 GHAT -03-V-12 HAT -03-V-13 HATTERAS / INLET PROPOSED CONNECTOR CHANNEL 0 1000 2000 GRAPHIC SCALE IN FT N V r r 00 z a¢ ri LL W w z W z W z z z a J a� J C � In .5 sl o ° &� VM0 e U mZ Z U �_ " U)o . C E � ¢z a ao 3 Z.0 M==! 3 L. v� 3 III INN[ 3 EN Q w� � om U p N Y €(7 mN oQ 0 o�a G W a &Z ao W O 3:Lu w wZx oLL' O > N a Z O Lu it L z Lu U WZo pQu a <W wa p a x DRAWING NO. PV -1 SHEET 2 OF 4 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE POINT ID NORTHING EASTING ELEVATION A 540079.0 2964077.0 —12.0 B 540335.0 2966588.0 —12.0 C 540313.0 2967384.0 —12.0 D 540113.0 2967378.0 —12.0 E 540135.0 2966608.0 —12.0 F 539880.0 2964097.0 —12.0 A -9 x-10 V A ti� 0 LIFE SAVING STATION \ \ AVOIDANCE AREA � NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CHARTED WRECK AVOIDANCE AREA APPROXIMATE LOCATION OF TEMPORARY DISPOSAL SITE. USACE IS PROPOSING TO TEMPORARILY PLACE APPROXIMATELY 500 C.Y. IN THIS AREA. THE AREA WILL ONLY BE USED UNTIL THE DREDGE HAS ENOUGH DEPTH TO GET ACROSS THE SHOAL. THE DREDGE WILL THEN RETURN AND PICK UP THE MATERIAL AND TAKE IT TO THE NEAR SHORE DISPOSAL SITE. " -1 0� ---�71-- J L0 Y -3 � / 1 ° HA TTERA S INLET p nn s— . o z as ` Z 0 0 W W z c� " -1 0� ---�71-- J L0 Y -3 � / 1 ° HA TTERA S INLET p nn s— . o z as ` Z 0 W W z c� z W \ \ 0 200 400 z GRAPHIC SCALE IN FT z z Q J \ a =o \ J Q ..a UJ C 0 O i �V OZ E um m Z o Z U \ .E E __ op G m2 3 Z M J 3 v 3 O CULTURAL RESOURCE A1 SURVEY AREA . ... app 02 ob b z z 9 D " �� o o -28 v E3 0 :N 2 Em a Y E a 3Z PROPOSED CONNECTOR \ CHANNEL oZaJ� N o wzz Z u WX=� .FoUw N?Z�> �Z:zGo 3 Lu w-iDza JZOz oLnuo <wU wa . a .. DRAWING NO. PV -2 SHEET 3 OF 4 CROSS SECTION A -A' B -B' C -C' 5 1 1 1 5 DISTANCE ALONG SECTION (FEET) CROSS SECTION B -B' A -A' MHW EL. +0.42' DECEMBER 12, 2018 5 MHW EL. +0.42' EXISTING GRADE I^ 0 - ...--- $ - .....--- 0 Lu MLW EL. +0.00' W Lu -5 ... .... ...I... MLW EL. +0.00' LL 1 L J 1 J_5 .... ...... . ...... -5 -10 DECEMBER 12, 2018 W CHANNEL WIDTH 200' EXISTING GRADE 1 L . ESL. -12.0' MLW Lu _5 CHANNEL 3 WIDTH 200' I. I Lu -15 -5 -15 -20... MAXIMUM AD EL. .... -20 _ -12.0' MLW MAXIMUM AD EL. ` -20750 -500 z0 E L. -12 0' MLW -25750 -500 . . -10 > 15 I I . . . . . . . . . . . . . . . . .I�. 15 w MAXIMUM AD EL. CONNECTOR CHANNEL EXTENDS w I = -12.0' MLW I TO EQUAL DEPTH AT -20 TIME OF CONSTRUCTION I -20 -25250 I 25 0 500 1000 1500 2000 2500 3000 3500 3750 DISTANCE ALONG SECTION (FEET) DISTANCE ALONG SECTION (FEET) NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CROSS SECTION B -B' A -A' 5 DECEMBER 12, 2018 5 MHW EL. +0.42' EXISTING GRADE I^ 0 - ...--- $ - .....--- 0 Lu MLW EL. +0.00' W Lu -5 ... .... ...I... .... LL 1 L J 1 J_5 .... ...... . ...... -5 -10 O Z CHANNEL WIDTH 200' O�. Q -10 1 L . ESL. -12.0' MLW -10 W CHANNEL 3 WIDTH 200' Lu -15 w -15 -20... MAXIMUM AD EL. .... -20 _ -12.0' MLW MAXIMUM AD EL. _ -12.0' MLW -20750 -500 0 500 750 -20 DISTANCE ALONG SECTION (FEET) NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY DISTANCE ALONG SECTION (FEET) 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT y � N N Q 'vim �Y om o � i s' 3 z D D ~ s G a &Z apmi ZVQZIJI .Z=ao 00Lu�w-v� D Q Z ow LU L to K w Z w l� u Z 0 Z u LuN00 �wU wQ I- 0 Q x DRAWING NO. XS -1 SHEET 4 OF 4 CROSS SECTION C -C' A -A' 5 DECEMBER 12, 5 2018 MHW EL. +0.42' EXISTING GRADE — — — — MLW EL. +0.00' — — — Lu Lu -5 ... .... ...I... .... -5 1 L J 1 -10 z 3 3 EL. -12.0' MLW -10 O CHANNEL WIDTH 200' > -15 .�. ... -15 w w -20... ...... .... -20 MAXIMUM AD EL. _ -12.0' MLW -25750 -500 0 500 750 -25 DISTANCE ALONG SECTION (FEET) 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT y � N N Q 'vim �Y om o � i s' 3 z D D ~ s G a &Z apmi ZVQZIJI .Z=ao 00Lu�w-v� D Q Z ow LU L to K w Z w l� u Z 0 Z u LuN00 �wU wQ I- 0 Q x DRAWING NO. XS -1 SHEET 4 OF 4