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HomeMy WebLinkAbout129-16 Letter of Authorization 2018 Dare County Inlet DredgingROY COOPER NORTH CAROLINA Governor linrtronmental Quality MICHAEL S. REOAN Secretary BRAXTON C. DAVIS Director December 6, 2018 Mr. Ken Willson Aptim Coastal Planning & Engineering 4038 Masonboro Loop Road Wilmington, NC 28409 Dear Mr. Willson: This is with reference to your Hatteras Inlet Channel Event Notification submittal for State Permit No.129-16, acting as agent for Dare County. The permit was issued on December 20, 2016 and expires on December 31, 2019. The permit was modified on March 14, 2018 to allow for the expansion of the connector channel to 200 feet in width, and the use of a one-time temporary disposal site for a maximum volume of 500 cubic yards of material. The action proposed in your submittal is to dredge the Hatteras Inlet Connector Channel with use of the previously authorized temporary disposal site, and with final disposal of material going to the permitted offshore disposal site once the shoal is to an acceptable depth for safe dredge operation. In reviewing the information provided, the Division of Coastal Management has determined that the proposed action is consistent with existing State rules and regulations and is in keeping with the original purpose and intent of the permit This Letter of Authorization serves as approval of the activities described in your event notification dated October 23, 2018, email received November 28, 2018 and plans labeled Sheets 1-4 dated revised November 26, 2018. All permit conditions remain in effect. Please note this letter does not authorize any work not expressly described above, nor does it eliminate the need to obtain any other additional state, federal or local permits, approvals or authorizations that maybe required. By copy of this letter we are also notifying the U. S. Army Corps of Engineers of our action. If you have any questions concerning the above or if I can be of any other assistance, please advise. Sincerely, Heather Coats Beach & Inlet Management Project Coordinator cc: MHC Files Bobby Outten, Dare County Josh Pelletier, USACE Steve Trowell, DCM WaRO North Carolina Departtnent of Environmental Quality I Division of Coastal Management Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolna 2&405 910.796.7215 Coats, Heather From: Willson, Kenneth <Kenneth.Willson@aptim.com> Sent: Wednesday, November 28, 2018 9:49 AM To: Coats, Heather; Pelletier, Josh R CIV CESAW CESAD (US); Trowell, Steve Cc: Rosov, Brad; Bobby Outten - Dare County (outten@darenc.com); Ann Daisey; Petersen, Joen SAW Subject: [External] FW: Hatteras Inlet Project Attachments: November Event Updated Drawings 11-26-18.pdf, RC_05_HST_20181025_CS_QT1L3.pdf up I had sent the plans that were provided to you all on Monday to the USACE for approval of the temporary bottom disposal area prior to finalizing them'and distributing. I received verbal confirmation that the USACE Navigation Branch was comfortable with the location that was shown on the plans dated 11-26-18. However, based on updated conditions, the dredge operator has requested the area be moved approximately 300 feet to the west to better align with deep water. The attached pdf from the USACE"RC_05_HST_20181025_CS_QTY_3.pdf" shows the updated location recommended by the dredge operator. Please let me know if you have any questions. Kind Regards, KEN WILLSON Client Program Manager APTIMJCoastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson(@APTIM.com ', APT IM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Monday, November 26, 2018 1:28 PM To:'Coats, Heather' <heather.coats@ncdenr.gov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh.R.Pelletier@usace.army.mil>; Trowell, Steve <steve.trowell@ncdenr.gov> Cc: Rosov, Brad <Brad.Rosov@aptim.com>; Bobby Outten - Dare County (outten@darenc.com) <outten@darenc.com>; Ann Daisey <ann.daisey@darenc.com>; Petersen, Joen SAW<Joen.A.Petersen@usace.army.mil> Subject: RE: Hatteras Inlet Project All, Please see attached updated drawings for the upcoming Hatteras Inlet dredge project. The drawings include updated bathymetric data and a slightly modified channel location from the one provided to you as part of the written notice dated 10/23/2018 (DCM) and 10/24/18 (USACE). At present, the USACE is scheduled to begin dredging sometime Thursday. They have informed us that in fact they anticipate using the temporary bottom disposal area previously approved but not used. The temporary bottom disposal area is shown on Sheet 3 of the attached drawings. Please let us know if you have any questions about the plan for the upcoming Hatteras Inlet dredging. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine 0 910 7919494 M 910 443 4471 E kenneth.willson@APTIM.com '% APT IM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Monday, November 19, 2018 3:53 PM To: Coats, Heather <heather.coats@ncdenr.eov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh.R.Pelletier@usace.armv.mil>; Trowell, Steve <steve.trowell@ncdenr.eov> Cc: Rosov, Brad <Brad.Rosov@aptim.com> Subject: Hatteras Inlet Project All, I spoke with Heather Coats this morning about updates on the Hatteras Inlet Project. There have been some delays associated with the process to transfer funds between the project partners. At present, the earliest we believe the dredging might occur would be November 28`h; however, that may be a long shot. We are working on updating the drawings we provided prior to the October 30 pre -con meeting given the new survey conducted by the USACE on October 25. We should have those drawings to you early next week. Also, during the meeting there was discussion about a 1 time in -water temporary disposal of dredge material to allow for more efficient dredging. This method was authorized for a one time use by the modified CAMA Permit issued March 14, 2018. 1 believe a similar allowance was granted by the USACE. The CAMA Permit Language reads: This permit modification authorizes the one time use of an in -water temporary disposal site as depicted in the attached email correspondence dated 2/28/18 and work plan drawing dated 2/15/18. This one time in -water temporary disposal is authorized for a maximum volume of 500 cy. Spoil must be transported to the authorized offshore disposal site once the shoal is to an acceptable depth for safe dredge operations. Please note that after discussing the proposed operations with USACE Navigation Branch staff, we do anticipate that this method may be needed for the upcoming maintenance event. Please also note that the one time authorization to use in -water temporary disposal was not used during the last event as it was not needed. We are requesting that if such a method is needed during this upcoming event, that we can use the previous authorization to cover the action. We will indicate the temporary disposal area in the drawings we provide next week. If you have any questions, please feel free to reach out to me. I'll be in the office all day on Tuesday, but out the rest of the week for Thanksgiving. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson@APTIM.com ,` APT IM 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com HATTERAS INLET MAINTENANCE PROJECT PAMLICO SOUND PROJECT AREA HATTERAS r HATTERAS OCRACOKE INLET ISLAND ATLANTIC OCEAN DARE COUNTY, NORTH CAROLINA SHEETINDEX 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 2O16. 4. SURVEY DATA COLLECTED BY US ARMY CORPS OF ENGINEERS. OCTOBER 25, 2018. 5. BATHYMETRIC CONTOURS AND AIDS TO NAVIGATION REPRESENTTHE CONDITIONS OF THE CHANNEL ON OCTOBER 25, 2018 AND SHOULD NOT BE RELIED ON FOR NAVIGATION PURPOSES. LEGEND osoo�lsoao GRAPHIC SCALE IN FT — • • • • — MEAN LOW WATER LINE MEAN HIGH WATER LINE — — CROSS SECTION LINE Q HAT-03-V-18 HATTERAS INLET BORINGS 2003 AND ID 7\-�' H �P._k'�3a NEARSHORE DISPOSAL AREA GPO ` CAPE HATTERAS — 1 N PROJECT LOCATION ) SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER ONVILLE• OREHEAD CITY — CAPE LOOKOUT ASBUILT EXISTING CABLE ROUTE (CALDWELL CABLE VENTURES) EXISTING CABLE ROUTE (UTLITY ELECTRICAL CONSULTANTS, PC) N.T.S. CAPE FEAR ASBUILT NEW CABLE ROUTE ATLANTIC USCG AIDS TO NAVIGATION OCEAN RECEIVED NOV 2 8 2018 MP SECTION WI NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CS-1 SHEEP 1 OF 4 9 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CULTURAL RESOURCE SURVEY AREA c" CONNECTOR C1�l I\ CHANNEL CORRIDOR 1 1 1 \ ( _ PAMLICO SOUND \ r IN i HAT-03-V-17 O 0 HAT-03-V-15 ?� AT-03-V-18 HAT-03-V-19 ,l OCRACOKE ISLAND LIFE SAVING STATION AVOIDANCE AREA CHARTED WRECK AVOIDANCE AREA HAT-03-V-14� 0 T-03-V-13 IJ ui Z / 1 W c r / CHAT-03-V-6 J a• i u . e I HAT-03-V-7 ¢ n _ 0 8 i O a o 0 "HAT-03-V-9Q (j 0, i HAT-03-V-8 0 o �Z Q HAT-03-V-10 0 0 HATTERAS um HAT-03-V-11 # ,,. {A O H AT-03-V-12 HATTER4S 1 % INLET � —11 J '' )J BREAKING SHOAL J L PROPOSED CONNECTOR —� AVOIDANCE AREA CHANNEL _ a� �A� ju > oz0 RECEIVED > £�z G NEARSHORE DISPOSAL �40 a LOCATION N^V z 2 8 2018 g U. r MP SECTION WIRO O mW NO. 0 1000 2000 " PV-1 _, "" GRAPHIC SCALE IN FT DATEA.SHEET 3 OF 4 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE POINT ID NORTHING EASTING ELEVATION A 539996.1 2964108.2 -12.0 B 540251.9 2966619.2 -12.0 C 540229.6 2967414.8 1 -12.0 D 540029.6 2967409.2 -12.0 E 540051.3 2966638.8 -12.0 F 539797.1 2964127.8 -12.0 lr A 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. .12 " F \ •• '10 \ LIFESAVING STATION \ AVOIDANCE AREA \ \ NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY \ i3 1 -1 ti � HATTERAS INLET BREAKING SHOAL AVOIDANCE AREA \ W z z z W 0 ad 200 400 Q \ I 1 1" z GRAPHIC SCALE IN FT z 5 \ y e 8 o'10 R 0z V A i7 0 1 5o, o ` alz . CULTURAL RESOURCE SURVEY AREA € �a 1 off:: (-0 D -3p ! Y PROPOSED CONNECTOR \ CHANNEL � goy .ZOW5 �z �W,wa RECEIVED o°Z z u�vo �v 2 8, 2LI18 R"o gP:CTION WIRO DR MV NO. PV-2 HE£f 3 OF 4 w w v_ z O W w w NOT FOR CONSTRUCTION € FOR REGULATORY REVIEW ONLY 5 5 CROSS SECTION A -A' B-B' C-C' MHW EL. +0.42' MLW EL. +0.00' OCTOBER 25, 201 EXISTING GRADE . . . . . . . . . . EL. -12.0' MLW MAXIMUM AD EL. I CONNECTOR CHANNEL EX TENDS 11 = -12.0' MLW TO EQUAL DEPTH AT TIME OF CONSTRUCTION 1 1. . 1 250 0 500 1000 1500 2000 2500 3000 3500 DISTANCE ALONG SECTION (FEET) CROSS SECTION B-B' A -A' MHW EL. +0_42' 0 MLW EL. +0.00— $ 5 OCTOBER 25, 2018 EXISTING GRADE .... 0 5 -5 _10 -10 1 L I EL. -12.0' MLW CHANNEL 15 WIDTH 200' . �_ . . . . -15 MAXIMUM AD EL. _ -12.0' MLW -2D 20 DISTANCE ALONG SECTION (FEET) 5 0 -5 -10 -15 -20 -25 SR �tY �m z a LL W W z a z W z z z d S J e y e o o W � E V zz E w0 E 0 �z m az CROSS SECTION C-C' g A -A' 5 S OCTOBER 25, 2018 MHW EL. +0.42' EXISTING GRADE 0 0 MLW EL. +0.00' I w 5 5^< s� iL J1 s a _10 z B � 3 EL. -12.0' MLW -10 a a O CHANNEL WIDTH 200 > -15 -15 w _20 _20 �a MAXIMUM AD EL. 6 � J _ -12.0' MLW m zm z ao -257 0 500 0 500 750 0= o u RECEIVED "< om DISTANCE ALONG SECTION (FEET) G 0 NOV 2 S 2018 �o0 4.0 MP SECTION WIR DRAVANG NO. 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT SHEEP 9 OF 6 Ocracoke Island wr s�..esrmrwa..ar.us. ® 1:S,N! Mum �, • r4r �,e 1 riw.r O srr tea.• Coats, Heather From: Scarbraugh, Anthony Sent: Tuesday, December4, 2018 9:54 AM To: Willson, Kenneth Cc: Coats, Heather; Pelletier, Josh R SAW (Josh. R.Pelletier@usace.army.m il); Trowell, Steve; Rosov, Brad; Dunn, Maria T.; Staples, Shane - Subject: Hatteras Inlet Project Attachments: 20131279 Ver 3 - Approval Letter - 3_7_2018.pdf Mr. Willson, After reviewing the documentation that was forwarded to me by Ms. Coates of the Division of Coastal Management this morning, the Division of Water Resources has no objection to utilizing the previous authorized temporary bottom disposal with the requested area being moved approximately 300 to the west of the'previous disposal site. Please follow the conditions attached 401 WQC issued under DWR Project no. 13-1279 V3 on March 7, 2018. Regards, Anthony Scarbraugh Environmental Specialist II Division of Water Resources — Water Quality Regional Operations Department of Environmental Quality 252 948 3924 office anthonv.scarbraugh (o)ncden r. gov 943 Washington Square Mall Washington, NC 27889 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. iyVejcnecKamnar&Miy,) NEW M'U' . R,MQO---"NOIR� tUNSF�M'- �O 00— Permit Coordinator::_ Field •Repiesentative: TV-0 vocm.. 77, Date/Time CUUc L&g-GL Voy. s4c 0sQna U W4 O'f avWL'0/2& I l.Ocl((1-6-0 A AA Ven, U-) UOc altu& Coats, Heather From: Willson, Kenneth <Kenneth.Willson@aptim.com> Sent: Friday, November 16, 2018 10:41 AM To: Trowell, Steve; Coats, Heather, Bobby Outten - Dare County (outten@darenc.com); Pelletier, Josh R CIV CESAW CESAD (US) Subject: [External] FW: Hatteras Inlet Dredging Project Attachments: ER 16-2031.pdf All, Attached is a confirmation letter from the Division of Historic Resources confirming that they concur to the Cultural Resource Report findings that: • no further archaeological investigations be undertaken in the areas surveyed that will be impacted by the proposed dredging operations; and • that dredging operations are conducted with awareness of the extant conditions delineated within the report. Please let me know if you have any additional questions. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 7919494 M 910 443 4471 E kenneth.willson@APTIM.com '` APT M 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Shearin, Renee <renee.shearin@ncdcr.gov> Sent: Friday, November 16, 2018 9:59 AM To: Willson, Kenneth <Kenneth.Willson@aptim.com> Subject: Hatteras Inlet Dredging Project Our response is attached. Thank you. Renee Shearin State Historic Preservation Office Division of Historical Resources Office of Archives and History North Carolina Department of Natural and Cultural Resources MSC 4617, Raleigh, NC 27699 919 814 6584 office 919 807 6599 fax renee.shearin(i4ncdcr. eov Mayo\ SMOM NC DEPARTMENT OF MINES ONEEN NATURAL AND CULTURAL RESOURCES "This message does not necessarily represent the policy of the Department of Natural and Cultural Resources. **E-mail to and from me, in connection with the transaction of public business, is subject to the North Carolina Public Records Law "NCGS.Ch. 132" and may be disclosed to third parties by an authorized state official. Please submit all Environmental Review projects to environmental. reviewna ncdcr.00v. Only one project per email. Allow at least 30 days for our. review. We try hard to complete the reviews in fewer days, but under state and federal regulations we have 30 days to respond. See http://www.hpo.nedcr.gov/er/er email submittal.html for guidelines on submitting projectsfor environmental review. Do not send .zip, . of files, downloads, or links to websites as we are not able to process these types of items. The message size, including all attachments, should be no larger than 20 megabytes. ;, _ North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Banos, Administrator Governor Roy Cooper Office of Archives and History Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry November 15, 2018 Kenneth Wilson Aptim Coastal Planning and Engineering 4038 Masonboro Loop Road Wilmington, NC Re: Hatteras Inlet Dredging Project, CAMA Permit 129-16: Review of Final Phase I Demote Sensing Archaeological Survey of Proposed Channel ImprovementArea, Inside Hatteras Inlet, Dare County, ER 16-2031 Dear Mr. Wilson: Thank you for your October 10, 2018, letter transmitting the Final Phase I Remote Sensing Archaeological Survey of the Proposed ChannellmprovementArea, Inside Hatteras Inlet. We have reviewed the report from Tidewater Atlantic Research and we offer the following comments. • We concur with the report's findings and recommendations that no further archaeological investigations be undertaken in the areas surveyed that will'be impacted by the proposed dredging operations. • We concur with the report and recommend that dredging operations are conducted with awareness of the extant conditions delineated within the report. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or environmental.review@ncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, 4. Ramona M. Bartos Location: 109 Emt Jenes Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Paz: (919) 807-6570/807-6599 Kenneth Willson Program Manager Aptim Coastal Planning & Engineering of North Carolina, Inc. 4038 Masonboro Loop Road Wilmington, North Carolina Tel: +1 910-791-9494 Kenneth.Willson@aptim.com October 23, 2018 Steve Trowell Field Officer – Washington Office North Carolina Division of Coastal Management 943 Washington Square Mall Washington, NC 27889 Subject: Hatteras Inlet Channel Maintenance Project – Written Notice of Project Initiation Dear Mr. Trowell: The Division of Coastal Management (DCM) issued a CAMA Major Permit for the proposed Hatteras Inlet Channel Maintenance Project on December 22, 2016 (#129-16). This letter serves as written notice of project initiation as required in Condition 7 of the permit. Please find attached to this letter revised permit drawings dated October 17, 2018, which provide the location of the proposed channel for the upcoming event. At present, the project is anticipated to be conducted between November 1, 2018 and November 30, 2018. The actual dredging of the channel is anticipated to last approximately 20 days. The project includes maintenance dredging within a portion of the Hatteras Inlet Connector Channel, which runs between the inlet gorge and the ferry channel in proximity to Ocracoke Island. This channel is locally referred to as the “South Ferry Channel”. The attached plan view drawing shows the location of the proposed channel, the disposal area, and previously mapped SAV in the vicinity. The channel will be dredged by the US Army Corps of Engineers (USACE) special purpose dredge Currituck. Material dredged from the channel will be transported out Hatteras Inlet and disposed of within the nearshore disposal areas located offshore of the north end of Ocracoke Island. We have contacted Don Field with NOAA to determine if any updated imagery is available for this area that has been used to delineate SAV habitat. Mr. Field responded that they do not have any update aerial imagery, but that there is a possibility of funding for new imagery to be acquired in the spring of 2019. In the CAMA Major Permit, DCM indicated that DMF staff may perform SAV surveys in proximity to the proposed dredge location to provide an updated determination of the presence or absence of SAV resources. The original permit allowed for maintenance of a 100 ft. wide channel to a depth of -12 ft. MLW. After a request from the project sponsor in February 2018, the DCM issued a Modification to Permit 129-16 on March 14, 2018, which authorized the expansion of the channel width from 100 feet to 200 feet. Based on the October 2, 2018 survey, removal of approximately 19,000 cy of material would be required to achieve a channel depth of -8 ft. MLW within the proposed channel shown on the attached drawings. Based on the number of days available to conduct maintenance dredging, it is not expected that the channel will be dredged to the full permitted depth of -12 ft. MLW. With regards to contact information during dredge activities, Brennan Dooley of the USACE will be the point of contact for the USACE dredging operations. Brennan’s Phone Number is (910) 251-4916 and his email is Brennan.J.Dooley@usace.army.mil. I will be the County’s agent and can be contacted via cell phone at (910) 443- 4471. Please feel free to contact me anytime for further clarification or explanation of the project. Very truly yours, APTIM COASTAL PLANNING & ENGINEERING OF NORTH CAROLINA, INC. Ken Willson Project Manager CC: Robert Outten, Dare County Jonathan Howell, NC DCM Heather Coats, NC DCM APTIM APTIM HATTERAS INLET MAINTENANCE PROJECT DARE COUNTY, NORTH CAROLINA PAMLICO SOUND z PROJECT AREA HATTERAS I HATTERAS OCRACOKE INLET ISLAND ATLANTIC OCEAN CHARLOTTE N.T.S. NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 0 7500 15000 GRAPHIC SCALE IN FT RALEIGH CAPE HATTERAS No�� PROJECT LOCATION —JACKSONVILLE• T OREHEAD CITY CAPE LOOKOUT CAPE FEAR ATLANTIC OCEAN 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 2O16. 4. SURVEY DATA COLLECTED BY US ARMY CORPS OF ENGINEERS. OCTOBER 25, 2018. 5. BATHYMETRIC CONTOURS AND AIDS TO NAVIGATION REPRESENT THE CONDITIONS OF THE CHANNEL ON OCTOBER 25, 2018 AND SHOULD NOT BE RELIED ON FOR NAVIGATION PURPOSES. —••—••— MEAN LOW WATER LINE MEAN HIGH WATER LINE — — CROSS SECTION LINE o O HAT-03-V-18 HATTERAS INLET BORINGS 2003 AND ID va vY E3 N E" mQ w� ny Em NEARSHORE DISPOSAL AREA ° 0 0 I/ � ) SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER QY QV• Qti uQ ASBUILT EXISTING CABLE ROUTE (CALDWELL CABLE VENTURES) EXISTING CABLE ROUTE (UTLITY ELECTRICAL CONSULTANTS, PC) ASBUILT NEW CABLE ROUTE wQ USCG AIDS TO NAVIGATION a 0 ZVQ jaV F w lL = ozoLu N Q Z W > W ca > O > Z O Z<u wW WQ Q� x DRAWING NO. CS-1 SHEET 1 OF 4 CULTURAL RESOURCE SURVEY AREA N J ` 1 r \ CONNECTOR CHANNEL CORRIDOR ~ 1 PAMLICO SOUND 1 1 \ CHARTED WRECK AVOIDANCE AREA 1 \ �TA7-D�V-1� � I 0 —, N(,\;, \ J l (HAT-03-V-6 HAT-03-V-7 0 HAT-03-V-90 0 HAT-03-V-8 HAT-03-V-10 0 HATTERAS 0 HAT-03-V-11 \ / GHAT-03-V-12 \� HAT-03-V-17 0 \ 0 0 HAT-03-V-14I HAT-03-V-13 \ 0 HAT-03-V-15 H\ T-03-V-18 _ 7 HATTERAS �) HAT-03-V-19 � INLET � OCRACOKE � —� ISLAND J LIFE SAVING STATION AVOIDANCE AREA BREAKING SHOAL PROPOSED CONNECTOR AVOIDANCE AREA CHANNEL 1z<+H I +I- I b� NEARSHORE DISPOSAL rl -- �� LOCATION NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 0 1000 2000 GRAPHIC SCALE IN FT IN y �Y om :N v _; � � Q U ip W O � N 0 aY N �Z 0 0�0 G a &Z aJ w O ,ZU W w Z x > co ozo LIJ > ne OF wx} U gwZ w >Eo 0 Z UU a �w wa �0 a x DRAWING NO. PV-1 SHEET 2 OF 4 BOTTOM OF CUT/ CHANNEL COORDINATE TABLE POINT ID NORTHING EASTING ELEVATION A 539996.1 2964108.2 -12.0 B 540251.9 2966619.2 -12.0 C 540229.6 2967414.8 -12.0 D 540029.6 2967409.2 -12.0 E 540051.3 2966638.8 -12.0 F 539797.1 2964127.8 -12.0 o w r 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. -12 .11 / � -1p '�-9 LIFE SAVING STATION AVOIDANCE AREA NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY C !y nn so \ z as Z 0 W W z c� z W 0 200 400 z_ GRAPHIC SCALE IN FT z z Q J \ J Q ..a UJ C 0 O i wV OZ E um m Z o Z U = op \ ,E U) a G .0 3 v3 3 G CULTURAL RESOURCE SURVEY AREA \� A� z=< 00 L'b w ° _ o -30 �- ' PROPOSED CONNECTOR \ CHANNEL a &Z 2 <Z \ j Z U z X Lu NFzUw Nzo mLu w�Dza >ZoZ o�0U <wU wa . a DRAWING NO. PV-2 SHEET 3 OF 4 w w J z O H > w J w NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY CROSS SECTION A -A' B-B' C-C' F H W W J z -1 O H w -1 J w -2 J MHW EL. +0.42' MLW EL. +0.00' OCTOBER 25, 2018 EXISTING GRADE 5 .. ..... .... .I ...............__._ IJ1;. ........... . 0 ...... ...., ✓....... ...... ..... ...... ..�. . EL. -12.0' MLW _ — — 1 5 I MAXIMUM AD EL. CONNECTOR CHANNEL EXTENDS = -12.0' MLW I TO EQUAL DEPTH AT 0 TIME OF CONSTRUCTION i -250 0 500 1000 1500 2000 2500 3000 3500 3750 CROSS SECTION B-B' A -A' DISTANCE ALONG SECTION (FEET) 51 5 OCTOBER 25, 2018 MHW EL. +0.42' EXISTING GRADE 0 — ...--- $ — .....--- 0 MLW EL. +0.00' -5 -5 -10 . . . . . . . . . . . . . . . . . -10 IL EL. -12.0' MLW CHANNEL WIDTH zoo' -15 . . . . . . . . . . -15 MAXIMUM AD EL. _ -12.0' MLW -20750 -20 -500 0 560 750 DISTANCE ALONG SECTION (FEET) 5 0 -5 -10 -15 -20 -25 CROSS SECTION C-C' A -A' 5 OCTOBER 25, 5 2018 MHW EL. +0.42' EXISTING GRADE 0 — — — — —...—... MLW EL. +0.00' — — — —... 0 w Lu -5 ... .... ...I. . -5 IL J 1 -10 z . . . . . . . 3 3 EL. -12.0' MLW -10 F_ CHANNEL 20. > -15 . .WIDTH . . . . . . . . . . . -15 w w -20... ...... ....... -20 MAXIMUM AD EL. _ -12.0' MLW -25 750 -500 -25 0 500 750 DISTANCE ALONG SECTION (FEET) 0 5 10 0 250 500 VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT N �a vY E3 EN vQ v� �Y om U U ip 0 0 N a N -3Z Y o s o�o G a &Z apJ ZVQZLo wZ=ao � Lu zouu D Q Z W Lu Lo Lu wto�Zozww>z ZNOUD �wU LU I- 0 Q x DRAWING NO. XS-1 SHEET 4 OF 4 75°47'0"W 75"46'45"W 75°46'30"W 75046' 15"W 75°46'0"W 75"45'45"W 75°45'30"W rni uO T LO M ►� 0 cn T T co T:; q, m Ocracoke Island X 2964108.2 Y 539996.1 Lat 35' 11' 26.420" N Long 75' 46' 20.907" W ESTIMATED MATERIAL IN DREDGE Box AS OF OCTOBER 25, 2018 26,095 CY @ -8FT 57,770 CY @ -1 OFT 97,143 CY @ -12FT Box CUT $ 8 7 6 7 6 5 B 10 9 10 90 10 9 9 9 $ 9 $ g 7 10 10 10 1 10 9 9 9 10 11 i0 10 10 0 10 10 90 9 8 6 6 11 11 10 10 1 1 11 0 10 10 10 0 9 9 8 $ 6 7 7 6 6 6 12 12 19 ii 1 1 1 1 1 0 9 g g 12 12 11 1 11 1 1 0 1 11 1 10 10 7 1 7 6 12 g 9 9 S 13 12 12 11 70 10 11 11 10 10 9 9 g 8 6 12 12 92 2 11 12 10 11 10 11 10 10 70 10 9 9 8 g g 7 1 g 9 9 12 12 12 12 13 11 12 10 10 9 9 8 8 1a 11 11 1 11 X 2964127.8 Y 539797.1 APPROXIMATE LOCATION OF Lat 350 11' 24.446" N TEMPORARY USACE Long 75" 46' 20.749" W DISPOSAL SITE REFERENCE SURFACE TINS USED FOR ESTIMATED QUANTITY CALCULATIONS INCLUDE: OSC_8FT_TEM P_TI N_20181029 OSC 10FT TEMP TIN 20181029 OS C_ 12 FT_TE M P_TI N _20181029 11SAW-NETAPP2lSHARED1NAV\SURVEYSIHATTERASIOCRACOKE STATE CHANNELl201811fl 25 CSIQUANTITIES 1:3,000 0 100 200 400 600 800 Feet 0 X 2966619.2 Y 540251.9 Lat 35❑ 11' 28.140" N Long 750 45' 50.566" W 6 6 $ $� 6 6 6 61-it, * 6 9 13m it 5 6 6 6 6 6 5 6 6 6 5 6 g 7 10 LEGEND Aids to Navigation Green Light gCan Red Light Nun ❑ Green Daybeacon ® Red Daybeacon Green Lighted Buoy O Danger Sign Red Lighted Buoy 0 Mileboard e Tide Gage Junction Marker t 16 6 6 7 6 6 6 7 , 6 6 611 6 6 6 8 6 7 g 6 7 6 X 2966638.8 Y 540051.3 Lat 350 11' 26.151" N Long 75" 45' 50.409" W I Depth In Feet - 4 and Shallower -6-4 7-6 8-7 10-8 12-10 14 - 12 15 - 14 - 15 and Deeper Navigation Channel X 2967414.8 Y 540229.6 Lat 350 11' 27.663" N Long 75° 45' 40.993" W, 26 _ 29 -If '29 3 ;28 ` 29 28 25 28 28 27 } 24. 26 27 29 32 3 25 27 6 6 7 1 24 29 29 7 7 7 8 8 1 6 7 g X 2967409.2 Y 540029.6 Lat 35' 11' 25.688" N Long 75' 45' 41.139" W NOTES: 1. ELEVATIONS ARE IN FEET AND REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) RELATIVE TO THE 1983-2001 TIDAL EPOCH. 2. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL "POTTER ", USING RTK GPS HORIZONTAL POSITIONING EQUIPMENTAND 200 KHZ SOUNDING EQUIPMENT. 3. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.L.L.W.. 4, TIDE GAGE LOCATED AT: VILLAGE MARINA 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. 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 +1- 3 METERS. S. SURVEY CONDUCTED BY US ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT. r. r ro r5A ICJ s a u3 TYPICAL SECTION M.L.L.W. - - - - - - - - - - - - -i01 PROJECT DEPTH 1 3 100' RIOT TO SCALE NORTH _AR OLINA Manteo Morehead City ATLANTIC OCEAN c e Ste C nne! y PRMLIDD= SOUND Morehead City x 2 �I al U) U I Ln r� 0 r co � 0 = CI cry 2E U} a O N U) I L � Y �I mdi Z om OW U elf W �W U) W 2! W 0- Q LL 00 r 0 00 CV r of W m U 0 CV Of w D Wp o z cri < Cv W � W > � 0 Q CAI] a � � Q Q W a Z CO 0 0 U a o Q 0 z J 0 m Lu 0 rL++ a 2 LL ❑ V 0 75047'0"W 75°46'45"W 75046'30"W 75°46'15"W 75°46'0"W 75°45'45"W 75°45'30"W From:Willson, Kenneth To:Coats, Heather; Pelletier, Josh R CIV CESAW CESAD (US); Trowell, Steve Cc:Rosov, Brad; Outten, Robert L; Ann Daisey; Petersen, Joen SAW Subject:[External] FW: Hatteras Inlet Project Date:Wednesday, November 28, 2018 9:51:08 AM Attachments:image004.png image003.png November Event Updated Drawings 11-26-18.pdf RC_05_HST_20181025_CS_QTY_3.pdf CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to Report Spam. All, I had sent the plans that were provided to you all on Monday to the USACE for approval of the temporary bottom disposal area prior to finalizing them and distributing. I received verbal confirmation that the USACE Navigation Branch was comfortable with the location that was shown on the plans dated 11-26-18. However, based on updated conditions, the dredge operator has requested the area be moved approximately 300 feet to the west to better align with deep water. The attached pdf from the USACE “RC_05_HST_20181025_CS_QTY_3.pdf” shows the updated location recommended by the dredge operator. Please let me know if you have any questions. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 791 9494 M 910 443 4471 E kenneth.willson@APTIM.com 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Monday, November 26, 2018 1:28 PM To: 'Coats, Heather' <heather.coats@ncdenr.gov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh.R.Pelletier@usace.army.mil>; Trowell, Steve <steve.trowell@ncdenr.gov> Cc: Rosov, Brad <Brad.Rosov@aptim.com>; Bobby Outten - Dare County (outten@darenc.com) <outten@darenc.com>; Ann Daisey <ann.daisey@darenc.com>; Petersen, Joen SAW <Joen.A.Petersen@usace.army.mil> Subject: RE: Hatteras Inlet Project All, Please see attached updated drawings for the upcoming Hatteras Inlet dredge project. The drawings include updated bathymetric data and a slightly modified channel location from the one provided to you as part of the written notice dated 10/23/2018 (DCM) and 10/24/18 (USACE). At present, the USACE is scheduled to begin dredging sometime Thursday. They have informed us that in fact they anticipate using the temporary bottom disposal area previously approved but not used. The temporary bottom disposal area is shown on Sheet 3 of the attached drawings. Please let us know if you have any questions about the plan for the upcoming Hatteras Inlet dredging. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 791 9494 M 910 443 4471 E kenneth.willson@APTIM.com 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com From: Willson, Kenneth Sent: Monday, November 19, 2018 3:53 PM To: Coats, Heather <heather.coats@ncdenr.gov>; Pelletier, Josh R CIV CESAW CESAD (US) <Josh.R.Pelletier@usace.army.mil>; Trowell, Steve <steve.trowell@ncdenr.gov> Cc: Rosov, Brad <Brad.Rosov@aptim.com> Subject: Hatteras Inlet Project All, I spoke with Heather Coats this morning about updates on the Hatteras Inlet Project. There have been some delays associated with the process to transfer funds between the project partners. At present, the earliest we believe the dredging might occur would be November 28th; however, that may be a long shot. We are working on updating the drawings we provided prior to the October 30 pre-con meeting given the new survey conducted by the USACE on October 25. We should have those drawings to you early next week. Also, during the meeting there was discussion about a 1 time in-water temporary disposal of dredge material to allow for more efficient dredging. This method was authorized for a one time use by the modified CAMA Permit issued March 14, 2018. I believe a similar allowance was granted by the USACE. The CAMA Permit Language reads: This permit modification authorizes the one time use of an in-water temporary disposal site as depicted in the attached email correspondence dated 2/28/18 and work plan drawing dated 2/15/18. This one time in-water temporary disposal is authorized for a maximum volume of 500 cy. Spoil must be transported to the authorized offshore disposal site once the shoal is to an acceptable depth for safe dredge operations. Please note that after discussing the proposed operations with USACE Navigation Branch staff, we do anticipate that this method may be needed for the upcoming maintenance event. Please also note that the one time authorization to use in-water temporary disposal was not used during the last event as it was not needed. We are requesting that if such a method is needed during this upcoming event, that we can use the previous authorization to cover the action. We will indicate the temporary disposal area in the drawings we provide next week. If you have any questions, please feel free to reach out to me. I’ll be in the office all day on Tuesday, but out the rest of the week for Thanksgiving. Kind Regards, KEN WILLSON Client Program Manager APTIM/Coastal, Ports & Marine O 910 791 9494 M 910 443 4471 E kenneth.willson@APTIM.com 4038 Masonboro Loop Road Wilmington, NC 28409 APTIM.com