Loading...
HomeMy WebLinkAboutNCDOT 106-12 B-2500 Phase I SAV Wavebreak Preconstruction 11/3/2016 Brittingham, Cathy From: Herring, Kathy Sent: Thursday, November 03, 2016 3:10 PM To: Paugh, Leilani Y; McCann, Nora A; Kyle.W.Barnes@usace.army.mil; tracey.I.Wheeler@usace.army.mil; garyjordan@fws.gov; Brittingham, Cathy;Wilson, Travis W.; Daisey, Greg;Van Der Wiele, Cynthia; Hernandez, Pablo A;Turchy, Michael A; Ron.Lucas@dot.gov;Yamamoto, Brian F; Steve_D_Thompson@nps.gov; Huggett, Doug; Staples, Shane;Willis, Thomas C; ken.riley@noaa.gov;Wendee Smith (wsmith@sepiengineering.com); r.boyd@nsenv.com; R.Boyd@atlanticreefmaker.com; D.Westmoreland@atlanticreefmaker.com;Weatherford, Morgan D; Medellin, Danielle; Fonseca, Mark (MFonseca@conshelf.com) Cc: Smyre, Elizabeth A Subject: RE: Bonner Bridge SAV wavebreak structure preconstruction meeting Hello all, Here are further details about the meeting on Monday: Pre-Construction Meeting Nov. 7 Mon, Nov 7, 2016 1:00 PM -4:00 PM Eastern Standard Time Please join my meeting from your computer, tablet or smartphone. https://global.gotomeeting.com/join/42O86O317 If prompted when joining the meeting, select"I don't need any audio" and join the conference call below. Conference call number: 1-866-866-2244 Participant Code: 6853831# First GoToMeeting? Try a test session: http://help.citrix.com/getready The meeting will be held at the UNC Coastal Studies Institute in Room 262 at 850 NC 345 Wanchese, NC 27981 http://coastalstudiesinstitute.org/ 2_Pre-Ccnstructio Meeting Ag.., 03_Contact Information,docx 1 01_Nov 7 Meeting Presentation.... Kathy Herring Environmental Program Supervisor Natural Environment Section, Project Development and Environmental Analysis North Carolina Department of Transportation 919 707 6128 office 919 971 4367 mobile mkherring@ncdot.gov 1020 Birch Ridge Drive 1598 Mail Service Center Raleigh, NC 27699-1598 tic -''_3"Nothing Compares . Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Facebook Twitter YouTube Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. Original Appointment From: Paugh, Leilani Y Sent: Friday, October 28, 2016 3:52 PM To: Paugh, Leilani Y; McCann, Nora A; Kyle.W.Barnes@usace.army.mil; tracey.I.Wheeler@usace.army.mil; garyjordan@fws.gov; Brittingham, Cathy; Wilson, Travis W.; Daisey, Greg; Van Der Wiele, Cynthia; Hernandez, Pablo A; Turchy, Michael A; Herring, Kathy; Ron.Lucas@dot.gov; Yamamoto, Brian F; Steve_D_Thompson@nps.gov; Huggett, Doug; Staples, Shane; Willis, Thomas C; ken.riley@noaa.gov; Wendee Smith (wsmith@sepiengineering.com); r.boyd@nsenv.com; R.Boyd@atlanticreefmaker.com; D.Westmoreland@atlanticreefmaker.com; Weatherford, Morgan D; Medellin, Danielle; Fonseca, Mark(MFonseca@conshelf.com) Cc: Smyre, Elizabeth A Subject: Bonner Bridge SAV wavebreak structure preconstruction meeting When: Monday, November 07, 2016 1:00 PM-4:00 PM (UTC-05:00) Eastern Time (US &Canada). Where: solarium HI all We will hold the agency preconstruction conference for the Bonner Bridge SAV wavebreak structure on November 7th at 1:00 pm. We will reserve a conference room at the UNC Coastal Studies Institute in Wanchese for the meeting. Please let me know if you plan to attend. I have already had confirmation from 2 • Y On Fri, Oct 28, 2016 at 3:54 PM, Paugh, Leilani Y <lpaugh@ncdot.gov> wrote: HI all We will hold the agency preconstruction conference for the Bonner Bridge SAV wavebreak structure on November 7. at 1:00 pm. We will reserve a conference room at the UNC Coastal Studies Institute in Wanchese for the meeting. Please let me know if you plan to attend. I have already had confirmation from Greg Daisey and Kyle Barnes. Garcy Ward will not be in attendance. I will set up a conference call if you cannot attend in person. If I have left anyone off the list that needs to come, please let me know. Thank you. LeiLani Paugh ICl/OSM Group Supervisor 919 707 6146 Ipaugh@ncdot.Rov NCDOT Project Development& Environmental Analysis 1020 Birch Ridge Dr. Raleigh, NC 27610 'Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 5 Brittingham, Cathy From: Herring, Kathy Sent: Thursday, November 03, 2016 3:03 PM To: Paugh, Leilani Y; McCann, Nora A; Kyle.W.Barnes@usace.army.mil; tracey.I.Wheeler@usace.army.mil; garyjordan@fws.gov; Brittingham, Cathy;Wilson, Travis W.; Daisey, Greg; Van Der Wiele, Cynthia; Hernandez, Pablo A; Turchy, Michael A; Ron.Lucas@dot.gov;Yamamoto, Brian F; Steve_D_Thompson@nps.gov; Huggett, Doug; Staples, Shane;Willis, Thomas C; ken.riley@noaa.gov;Wendee Smith (wsmith@sepiengineering.com); r.boyd@nsenv.com; R.Boyd@atlanticreefmaker.com; D.Westmoreland@atlanticreefmaker.com;Weatherford, Morgan D; Medellin, Danielle; Fonseca, Mark (MFonseca@conshelf.com) Cc: Smyre, Elizabeth A Subject: RE: Bonner Bridge SAV wavebreak structure preconstruction meeting Hello all, Below you will find further info for the meeting on Monday in Wanchese. The meeting will be held at the UNC Coastal Studies Institute, 850 NC 345, Wanchese,NC, Room 262. There will be an opportunity after the meeting to visit the staging area to see the units that have been delivered to date. I have also attached documents for the meeting. See you Monday Pre-Construction Meeting Nov. 7 Mon, Nov 7, 2016 1:00 PM -4:00 PM Eastern Standard Time Please join my meeting from your computer, tablet or smartphone. https://global.gotomeeting.com/join/420860317 If prompted when joining the meeting, select"I don't need any audio" and join the conference call below. Conference call number: 1-866-866-2244 Participant Code: 6853831# First GoToMeeting?Try a test session: http://help.citrix.com/getready D` Permits and meeting presentation: 00,0 jeiC PDF \ c a� i B- +i USCG ,'A •N for Way... FDF PDF " FCF PDF ' PDF 2_Pr Constructio0l N. ' Meeting :on• Bridge :- ++ Phase 1 B- I I 0 V Mit B- I 401 for eeting Ag... P entation.... itigation... igation Site... .pdf iti. . ion Stru... ea)C5 aQ e- P a S C rn;`1_ qo�� yo w S o c��le 9 cm , S a�e Nc-A 5 5'A) S 7 0 ;Ss� 1 vA � 3yaj 167 )SS\\\1\(° Pre-Construction Meeting Agenda Overview Introduction - Purpose of project (seagrass mitigation for Bonner Bridge) - CSA— prime contractor, construction supervision & biological monitoring o SEPI Engineering - structure design & annual structure inspections o Atlantic Reef Maker—fabrication of structure units o Cape Dredging—structure installation Project - Site Location - Wave Break Structure Design Project Schedule Pre-Construction - Permits & Approvals - CSA o Transplanted seagrass located within structure footprint & construction corridor o Collected baseline data for Sediment Digital Elevation Model (DEM) with the USV - SEPI o Structure Signed & Sealed Design Plans Construction - SEPI o Coordinating staking survey o Construction supervision - Atlantic Reef Maker: Structure unit fabrication o Began pouring on Oct. 18, 2016 o 20 wave attenuator & 6 base unit forms o New sets can be poured every 24 hours o — 3.5 weeks for completion of fabrication o Units take "7 days to cure and require an approval stamp from M&T inspector prior to shipping. o Cylinder break testing will occur when M&T Inspector is on site and is the determining factor for receiving an approval stamp for shipping. o Once stamped,the units will be shipped to Wanchese staging area - Cape Dredging: Structure Installation o Installation of the pilings, units, clamps, warning signs, and signal lights o Approximate start date of Nov. 15th o Pilings are at the staging area o Install pilings first, the entire unit o Receive units from shipping trucks and will need a second approval by M&T inspector upon arrival (check for stamp and count# of units) o Load units onto barge and transit to site Post-Construction - CSA o Monitoring Schedule ■ Twice annual surveys for the first 3 years ■ Annual Surveys for last 2 years o Monitoring ■ Seagrass coverage ■ Structure epifauna ■ Sediment elevation ■ Bioturbation experiment ■ Wave energy - SEPI o As-Built Survey- Ensure structure meets Signed &Sealed Design Plans o Annual Structure Inspection o Twice Annual Site Maintenance Safety Reminders List of Subcontractors and Contact Information - Company, Name,Job Title, Phone numbers, and emails for all attendees - Contact list provided Questions and Discussion „,R t,,,,,r, ,,,, , , ei- -4 ,,A. CSA , , , , , , —04.F. _ ____ __. _..,...___ - -�T-"� , _ ___ --�-•�� - __________ - �_�T OREGON INLET, NORTHERN OUTER BANKS, N C 7 November 2016 S an rassnerBrid itigeg ation Phase 1 — Project Overview D nielle Me ellin, Project Manager M rk Fonse a, ea d Scientist CSA Oce n Elciierios In . 1 OVERVIEW • Introduction • Project Background • Project Schedule • Safety • Contact Information • Questions and Discussion n:l CSA CSA Ocean Sciences Inc. INTRODUCTION • Bonner Bridge — Anticipated construction completion in 2018 ,Itiounir _r - . ... • Project Purpose — Create new and sustained seagrass acreage for any unanticipated impacts associated with bridge construction CSA Ocean Sciences Inc. CSA INTRODUCTION • NCDOT — Client F tioRTy C • CSA Ocean Sciences Prime Contractor �� 44. y, co 7 — Project concept — Construction coordination * * ' — Biological monitoring • CSA Subcontractors A k�- ck — SEPI Engineering 41OFTR • Wave break structure design __ • Construction supervision • Annual structure inspection — Atlantic Reef Maker • Fabrication and shipping structure units to staging area — Cape Dredging • Structure installation on site -1* CSA CSA Ocean Sciences Inc. MITIGATION STRATEGY • t Oa tow • Site : Stable shoal with patchy seagrass • distribution : • Goal : Reduce wind and wave exposure to cause seagrass coalescence Oregon Inlet dredge material islands fit 4. ,,e dill,i , , ...•i i.i ii,, . .. j`1 CSA Ocean Sciences Inc. SA WAVE BREAK STRUCTURE • 500 ft length • 101 structure units S E P I 1025 Wade Avenue Raleigh NC 27605 C Tel 919-789-9977 ENGINEERING S fax.919-789-9591 CONSTRUCTION Lcense C-2197 • CSA Ocean Sciences Inc. Cg SAl • STRUCTURE UNIT DESIGN ci------\i \r\r-----\r\r-----i -----\0 Q\ Lr I A ,--,r- i (--), A \, \ \ 5'[0.42FT' 7'[0.58 FT[ \ \ 1 \ 4 I i 17'[1.00FT]0 r SIFT) ,/ / /7 \ \/ / / / / / V/, //v\ \ \/ -,, \ >,‘ \ < .,/ / / \ BASE BLOCK SECUREMENT S E P I 1025 Wa ie Avenue RekgI NC 27805 C Tel 919-789-9977 ENGINEERING i Fax.919-789-9591 CONSTRUCTION L'a� C-2197 WAVE ATTENUATOR BASE BLOCK c i BRUNSWICK TOWN EXAMPLE— FT. ANDERSON, NC t i y1 - rA j ' l' . r • E� • 1 ii i - ,. �. fir. Ztom' `� !.Nr _ _a. . tom , • t J• :i ram. _ 5i. _ _;il•;7 1`1.1 i,lr l.-..i, '_„-pbPco.A,.. 1 _ j -If.. -i :.- ......-,............,.......... . ,......tt, _ • mit • r :It _. — - r, i Y= '' - :•» ' ��vT.'°`- • . ... .,.. ( 1025 wade Avenue - SEPI �� -y. �"'"• Ralegn NC 27605 �.t.. _ :. `"f• .� --- „ �r�+����'•-,���,,�..,� '~' i,."Cut1-a ' Tel 919-789-9977 ! "'�"`-�'^�f► _ . _ .f+. C ENGINEERING & Fax.919-789-9591 - ....r, t �r CONSTRUCTION l'cense C-2197 xe CSA Ocean Sciences Inc. CSA PROJECT SCHEDULE • Pre-Construction (2015-2016) — Permits and approvals — Transplanted seagrass out of structure footprint -. I k: — Signed and Sealed Design Plans 4 '1 r ? • Construction (2016) i — Staking survey for structure S '' — Fabrication of structure units . \,,,,,, , = � �\- \k, . ,,,,,, Installation on site i ,., 1 , , • Post-Construction (2016-2020) er--------- �► — Biological monitoring i — Annual structure inspection A i , 4 k \ . At\ -* CSA CSA Ocean Sciences Inc. PRE-CONSTRUCTION - PERMITS & APPROVALS • Received state permit for wave break structure — Dec. 2015 • Received federal permit — April 2016 • Received all approvals from NCDOT M &T — Aug. 2016 — Design specification — Concrete mix • U .S. Coast Guard approvals — Sept. 2016 I q. _.-- O" 0. T -0r sue.. _ _... _ -..tee'-- _ram...- _ ::..r....=._. __.-- ---. <:- -—_. -�. ...••,,.�- ,._. - -_. rteltkiiik CSA Ocean Sciences Inc. CSA PRE-CONSTRUCTION - CSA • Transplanted seagrass located within structure footprint and construction corridor • Examined seagrass distribution • Collected baseline data for Sediment Digital Elevation Model ( DEM ) with the USV mor C� CSA Ocean Sciences Inc. PRE-CONSTRUCTION - CSA /5-3514'W 75•351Z'W 75*. -117W 75'35WW • Location of construction corridor •- G.• •�•••i••••• i• i•♦ .4 • in • • w T Legend Construct.on Corridor _5OOtt Wall 14'W 75'35'12 W 75 •lO'W 75'35'8 W 0 20 40 Meters 4+- 0'6 I t 1 t0 Ca /% Coordinate System WGS 1984 UTM Zone 18N SA CSA Ocean Sciences Inc. C PRE-CONSTRUCTION & CONSTRUCTION — SEPI • Pre-Construction e SEPI 1025 W Avenue Wade Ave Raleigh NC enu C Tei 919-789-9977 ENGINEERING 8 Fex919-789-9591 — Signed and Sealed Design Plans — Aug. 2016 CONSTRUCTION lice0seC2197 • Construction — Coordinating staking survey — Construction supervision ..., -. .....„, Itek.---MO - . '..- _ ,� '►, -""I' _ '.•ice. ....... .- -. _ - _ —_ ..r _ _ _ _ .. - - - - - y ......�. --,..,.lam + _ _ . . J- , � � - _ .`' _ �-- e. _ .....ems, :�-- T+v�' - � �. i _ ; ,. _ - - 1- - - „r'�." '�' _ .. .. y rgb CSA Ocean Sciences Inc. CONSTRUCTION — ATLANTIC REEF MAKER • Structure Unit Fabrication V' ` 1111r__ *ter Al '.-1° 11‘1,_ , , — Began pouring on Oct. 18, 2016 ` ' ,. — 20 wave attenuator and 6 base `unit forms w= :4 al it;{=� "ie. Talb ' it i;r .r;., — New sets can be poured every 24 hours •� !.ii;: : - �, — —3.5 weeks for completion of fabrication ,. -• 44.-• '"�' . ,t1A** ;‘ b . • �. .fit - - . to v, rni.e t. Precast Yard CuringCylinder ReceiveShipped y to Process Break M&T -7 days Testing Stamp Staging Area MI,* CSA qSA Ocean Sciences Inc. CONSTRUCTION - CAPE DREDGING -11017 • Structure Installation ., — Install pilings, units, clamps, warning .signs, and signal lights ,, ,, — Approximate start date of Nov. 15 - Pilings at staging area f r Staging Area Arrive at Receive Loaded Staging 2"d M&T onto Installed on Site Area Approval Barge ?OKA CSA Ocean Sciences Inc. s POST-CONSTRUCTION - CSA „2_ �• -- _ • Monitoring Schedule Ai 1' - Bi-annual surveys for the first 3 years 0 Erfti. , f _ — Annual surveys for last 2 years • Monitoring — Seagrass coverage — Structure epifauna d - Iti — Sediment elevation 1.• 4 Bioturbation experiment x ,, - Wave energy �, x .,,,,,i. -, A =14 4 4 CSA CSA Ocean Sciences Inc. POST-CONSTRUCTION - SEPI • • As-Built Survey — Ensure structure meets Signed and Sealed Design Plans It_ • Annual Structure Inspection • Bi-annual Site Maintenance Surveys ter` - _ -- 9111, (IS S E P I 1025 Wade Avenue �. Raleigh NC 27805 Tel.919-789-9977 - C ENGINEERING & Fax 919-789-9591 CONSTRUCTION License C-2197 CSA Ocean Sciences Inc. CSA SAFETY =; ;,, yam` -- - , i• .._ . . , -- r • Safety Reminders ,„,,,.......L __ ; i r . .9 L_ -`up — Site Supervisor �iftv`•_ rE les - .:, -. Stop Work Plan .� — Ilk 41110 '' . ,. - — Vessel and on-site safety . * ,i ' Y �� _.,.' — Personal Protective Equipment (PPE) '. . Operating machinery _ ri ir `t AP:Zio r First aid kits and fire extinguishers r! : g • accessible „Le�, yt. . .. ♦ '" C s R ; " • wk. • -, , . i' - . lir- . . ,,. .0. 41 . , ,. . 1 " 4. . 4* J .• 4,- -• -. 4 , 'At, . fior CSA CSA Ocean Sciences km. - � POINTS OF CONTACT �t _ -r-.._. y--�.i►�-- 'v..` ..�� z;;;.i;;;iiuic _- • __ _ �: • L- �- _ NCDOT -.�. -_~ -r _ — Kathy Herring. Leilani Paugh; - v _ CSA Ocean Sciences Inc. • �'°."` = T. ...Po.. _ — Danielle Medellin; Mark Fonseca1012 . - _ _ • SEPI Engineering t ..sieh -� — Wendee Smith;• Jason Hall ------5.. OM. 4 Atlantic Reef Maker — Darrell Westmoreland; Randy Boyd lail :Ard. .. . t �' Dredin - `` _ CapeDredging - �✓` ,- — Darren Burrus; Winkle Silver . - 4 ...... � . e CSA CSA Ocean Sciences Inc. QUESTIONS AND DISCUSSIONS . ... ,r - , t. 7 j ' / t 'i i 0 A , . .. — ,. 4 ,. . , _. . , . „,. , \.,. . _. _. ,, \ It 1 1 Ii.41 , 1 ,I ,- i •'‘ i , ,i, NIIV i*, . r 1. A i'' ' ,, i. - 0 ,., i ,i..• I . . A .. ! 1 1 1 11 • 1 1 o i % 11 i 41 I I _ 1 — 44 41 . 1111' it 1/ i ( 111\11414' ' i lk I ' i 4 AP 0 - .• 4 ., . . . ,, . , OSA Ocean Sciences Inc. CSA Contact Information NCDOT Kathy Herring Leilani Paugh Project Manager Group Supervisor Office: 919-707-6128 Office: 919-707-6146 Cell: 919-971-4367 Email: Ipaugh@ncdot.gov Email: mkherring@ncdot.gov CSA Ocean Sciences Danielle Medellin Mark Fonseca Project Manager Lead Scientist Office: 772-219-3048 Office: 772-219-3065 Cell: 561-386-4529 Cell: 252-241-1564 Email: dmedellin@conshelf.com Email: mfonseca@conshelf.com SEPI Engineering Wendee Smith Jason Hall Environmental Director Design Representative Office: 919-573-9916 Cell: 919-868-6044 Cell: 919-270-8430 Email: ihall@sepiengineering.com Email: wsmith@sepiengineering.com Atlantic Reef Maker Darrell Westmoreland Randy Boyd Project Manager Project Engineer Office: 336-725-2010 Cell: 919-632-7509 Cell: 336-345-3239 Email: R.Boyd@atlanticreefmaker.com Email: d.westmoreland@atlanticreefmaker.com Cape Dredging Darren Burrus Winkie Silver Project Superintendent Project Manager Cell: 252-475-0663 Cell: 252-256-5130 Email: darren@capedredging.com Email: totalmarine301@yahoo.com Brittingham, Cathy From: Brittingham, Cathy Sent: Tuesday, October 25, 2016 9:16 AM To: Paugh, Leilani Y; Herring, Kathy Cc: Daisey, Greg;Ward, Garcy; Kyle.W.Barnes@usace.army.mil; Tracey.L.Wheeler@usace.army.mil;Willis, Thomas C; Staples, Shane;Weatherford, Morgan D;Turchy, Michael A Subject: RE: B-2500 Phase I SAV mitigation site, preconstruction meeting Hi Leilani, Thank for the quick response. FYI, I believe that Greg, Kyle, Garcy, and Clay are in the field today, so you might not receive a response from them right away. One of the primary goals of the preconstruction conference is to review the permit conditions with NCDOT and the contractor, so it will be important that all parties have an opportunity to be present at the same preconstruction conference. Greg Daisey will represent DCM at the preconstruction conference. I do not plan on attending. Sincerely, Cathy Cathy Brittingham,Transportation Project Coordinator N.C. Division of Coastal Management (919)707-9149 phone cathy.brittingham@ncdenr.gov Mailing Address: • c/o DWR Wetlands Unit 1617 Mail Service Center Raleigh,NC 27699-1617 Physical Address: 512 North Salisbury Street Archdale Building 12th Floor, Room 1204G Raleigh,NC 27604 Please visit www.nccoastalmanaqement.net to subscribe to Coastal Management's quarterly newsletter,the CAMAgram. E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties From: Paugh, Leilani Y Sent:Tuesday, October 25, 2016 6:47 AM To: Brittingham, Cathy<cathy.brittingham@ncdenr.gov>; Herring, Kathy<mkherring@ncdot.gov> Cc: Daisey, Greg<Greg.Daisey@ncdenr.gov>; Ward, Garcy<garcy.ward@ncdenr.gov>; Kyle.W.Barnes@usace.army.mil; Tracey.L.Wheeler@usace.army.mil; Willis,Thomas C<tcwillis@ncdot.gov>; Staples,Shane<shane.staples@ncdenr.gov>; Weatherford, Morgan D<mdweatherford@ncdot.gov> Subject: Re: B-2500 Phase I SAV mitigation site, preconstruction meeting 1 Brittingham, Cathy From: Paugh, Leilani Y Sent: Tuesday, October 25, 2016 6:47 AM To: Brittingham, Cathy; Herring, Kathy Cc: Daisey, Greg;Ward, Garcy; Kyle.W.Barnes@usace.army.mil; Tracey.L.Wheeler@usace.army.mil;Willis, Thomas C; Staples, Shane;Weatherford, Morgan D Subject: Re: B-2500 Phase I SAV mitigation site, preconstruction meeting Hi Cathy Thanks for reminding us of that requirement. I suppose it may be difficult to get everyone to the Thursday meeting. I propose we hold separate a separate preconstruction conference with the agencies on November 7 or 8th. Please let me know your availability. Thank you. LeiLani From: Brittingham, Cathy Sent: Monday, October 24, 2016 2:33:00 PM To: Paugh, Leilani Y; Herring, Kathy Cc: Daisey, Greg; Ward, Garcy; Kyle.W.Barnes@usace.army.mil; Tracey.L.Wheeler@usace.army.mil; Willis,Thomas C; Staples, Shane Subject: B-2500 Phase I SAV mitigation site, preconstruction meeting Hi Leilani and Kathy, Thank you for providing an update about the B-2500 Phase I SAV mitigation site at the B-2500A Informational meeting on October 19tn Do I remember correctly that you said there is a pre-construction meeting scheduled soon? If so, I do not believe the DCM Transportation Project Field Representative has been contacted as of this morning. A preconstruction conference invitation is required by Condition No. 4 of the CAMA Permit 106-12 Major Modification that was issued by DCM on December 15, 2015 as excerpted below: "The permittee and/or his contractor shall contact the DCM Transportation Project Field Representative in Elizabeth City at(252) 264-3901 to request a pre-construction conference prior to project initiation. DWR, USACE, and other appropriate resource agencies shall also be invited to attend. Discussion topics shall include verification of the approved orientation and placement of the wavebreak structure." A copy of the full Major Modification is also attached for your convenience. Please note that the permit condition also requires that DWR, USACE, and other appropriate resource agencies shall also be invited to attend the preconstruction conference. Please let me or Greg Daisey know if you have any questions or concerns. Sincerely, Cathy Brittingham i Brittingham, Cathy From: Herring, Kathy Sent: Thursday, November 03, 2016 3:16 PM To: Paugh, Leilani Y; McCann, Nora A; Kyle.W.Barnes@usace.army.mil; tracey.I.Wheeler@usace.army.mil; garyjordan@fws.gov; Brittingham, Cathy;Wilson, Travis W.; Daisey, Greg;Van Der Wiele, Cynthia; Hernandez, Pablo A; Turchy, Michael A; Ron.Lucas@dot.gov;Yamamoto, Brian F; Steve_D_Thompson@nps.gov; Huggett, Doug; Staples, Shane;Willis, Thomas C; ken.riley@noaa.gov;Wendee Smith (wsmith@sepiengineering.com); r.boyd@nsenv.com; R.Boyd@atlanticreefmaker.com; D.Westmoreland@atlanticreefmaker.com;Weatherford, Morgan D; Medellin, Danielle; Fonseca, Mark (MFonseca@conshelf.com) Cc: Smyre, Elizabeth A Subject: RE: Bonner Bridge SAV wavebreak structure preconstruction meeting )\-0 dIV;W ,-n3 S Documents for a meeting: t a0,\-Qck /0 aJ ./(O u al Bonner Bridge B-2500 401 for SAV Mitigation... Mitigation Stru... C¢ IJ IJ L�I B-2500 Phase I B-2500 SAV Mit B-2500 USCG Mitigation Site... 404.pdf PATON for Way... A9ec \,l" ,)Sc Call1 SS Kathy Herring Environmental Program Supervisor Natural Environment Section, Project Development and Environmental Analysis North Carolina Department of Transportation 919 707 6128 office 919 971 4367 mobile mkherringncdot.gov 1020 Birch Ridge Drive 1598 Mail Service Center Raleigh, NC 27699-1598 - Nothing Compares_- Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Facebook Twitter YouTube 1 Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. Original Appointment From: Paugh, Leilani Y Sent: Friday, October 28, 2016 3:52 PM To: Paugh, Leilani Y; McCann, Nora A; Kyle.W.Barnes@usace.army.mil; tracey.I.Wheeler@usace.army.mil; gary.Jordan@fws.gov; Brittingham, Cathy; Wilson,Travis W.; Daisey, Greg; Van Der Wiele, Cynthia; Hernandez, Pablo A; Turchy, Michael A; Herring, Kathy; Ron.Lucas@dot.gov; Yamamoto, Brian F; Steve_D_Thompson@nps.gov; Huggett, Doug; Staples, Shane; Willis,Thomas C; ken.riley@noaa.gov; Wendee Smith (wsmith@sepiengineering.com); r.boyd@nsenv.com; R.Boyd@atlanticreefmaker.com; D.Westmoreland@atlanticreefmaker.com; Weatherford, Morgan D; Medellin, Danielle; Fonseca, Mark(MFonseca@conshelf.com) Cc: Smyre, Elizabeth A Subject: Bonner Bridge SAV wavebreak structure preconstruction meeting When: Monday, November 07, 2016 1:00 PM-4:00 PM (UTC-05:00) Eastern Time (US &Canada). Where: solarium HI all We will hold the agency preconstruction conference for the Bonner Bridge SAV wavebreak structure on November 7th at 1:00 pm. We will reserve a conference room at the UNC Coastal Studies Institute in Wanchese for the meeting. Please let me know if you plan to attend. I have already had confirmation from Greg Daisey and Kyle Barnes. Garcy Ward will not be in attendance. I will set up a conference call if you cannot attend in person. If I have left anyone off the list that needs to come, please let me know. Thank you. LeiLani Paugh ICl/OSM Group Supervisor 919 707 6146 Ipaugh@ncdot.gov NCDOT Project Development& Environmental Analysis 1020 Birch Ridge Dr. Raleigh, NC 27610 «OLE Object: Picture (Device Independent Bitmap) » Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 2 , / 3"[0.25 FT]TYP. 3"[0.25 FT]TYP. rn 6"[0.50 FT]TYP. -3p / c m a) 0 76"[6.33 FT] O LL o 294'[2.48 FT] _4) 012' [01.00 FT] ^N LL 20"[1.66 FT] — 6"[0.50 FT] a) ") v > o 3 0 m -1N [0.25 FT] I [0.25 FT] 238"[1.93 FT] LL 72 1 C / N ' c .._ U..- 4.—I • o r on (V E' O • m .'co '--7—\ H / f L • u 012-1"[1.04FT] a).0 818'[6.78 FT] aS a 268"[2.24 FT] w o z 284'[2.40 FT] m1- o 572'[4.79 FT] SECTION A-A r0 Lc,0 2"[0.17 FT] 532"[4.46 FT] -- 2"[0.17 FT] 1�‘‘.�%s CA�' 1��! : • •!. g .._ .L. .— ..-... .....• .....J I I {--.. —A— —...- —.1 .-..... \ '''N.,4# : V, fr WAVE ATTENUATOR =,0 N<ikyet. N [ [ BASE BLOCK UNIT ,-,� F •o-1Pc. SCALE: 1" = 1 ' �;,�-1,,fl %'�,‘.� E a PROJECT MANAGER: APPLICATION/DRAWING DA SURVEYED BY SHEET 3 a) R BOYD 3 JUNE 2016 PROPOSED SHORELINE PROTECTION MEASURES FOR w W CHECKED BY: SCALE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SEPT ENGINEERING & CONSTRUCTION 8 Q R BOYD AS NOTED AT 1 025 WADE AVENUE z0 RALEIGH, NC 27605 OF DRAWN BY: JOB NUMBER: BONNER BRIDGE PHONE: 919.789.9977 . FAX: 919.789.9591 1 1 O C WARNER SR14.021.00 www.sepiengineering.com•COMPANY LICENSE#2197•info@sepiengineering.com : a • 6X6 W I.4XW 1.4 TYP. — G CHAMFER ALL CORNERS 2"TO ENSURE PROPER COVERAGE 6X6 W 1.4XW 1.4 TYP. V / / J ' 4/— 19"SQ. / // 19"SQ. Li I I ih ih co1 a 1 3„ -3., Ø , K.\. , c1410 0 0 --pp r • sir-- 2 5 `ri•,/ \ ••3"TYP. s/•. 3"TYP. c 4�FB/ \ \ 9�,8 OL \/ / ' / A• \\7/ \ \ A a) \ % a mj . c — 50"SQ. 50"SQ. c 0 m i >. am 0 33 a m c a 4.3 c , c co SECTION C-C m.- 6 il 1"TYP. ,. z . , ? -, . 1 1 > e �. °0 i I 1 e e a o 1 I 2"TYP. J -3TYP. 7 Q 48 TYP. co WAVE ATTENUATOR UNIT WAVE ATTENUATOR BASE BLOCK "'- N N N WAVE ATTENUATOR REBAR DESIGN SCALE: 3/4" 1 '-0" off '.fi;,_4 A.v'/ . O if/trtff t;;`' sy c o PROJECT MANAGER: APPUCATION/DRAWING DATER SURVEYED BY SHEET 3 0 R BOYD 3 JUNE 2016 PROPOSED SHORELINE PROTECTION MEASURES FOR S CHECKED BY: SCALE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SEPI ENGINEERING & CONSTRUCTION 7 a s R BOYD AS NOTED AT 1 0 2 5 WADE AVENUE z 0 RALEIGH, NC 27605 OF Lc!,-' DRAWN BY: JOB NUMBER: BONNER BRIDGE PHONE: 919.789.9977 • FAX: 919.789.9591 1 1 N J C WARNER SR 14.021.00 www.sepiengineering.com•COMPANY LICENSE#2197•info@sepiengineering.com '9 5$"[0.43 FT] NOTES: 1. ECO-DISK STONE TO BE GRANITE= 160 LBS./CU.FT..TO BE 4"-8"WITH NO MORE THAN 20%BEING GREATER THAN 6".STONES SHALL HAVE A SPECIFIC GRAVITY OF 2.58. 4 \ 3 21" / 2. THE SIZE OF INDIVIDUAL STONE PARTICLES WILL BE DETERMINED BY #4101; [0.25 FT]TYP. [021 FT]TYP. // MEASURING ITS LONG DIMENSION. 3" 24" / // \\ \ [0.25 FT]TYP. [0.21 FT]TYP. // /// 5„ I / / p / \ / T 18 6" a: 74"[6.17 FT] o [0.50 FT]TYP. l- a_ c M v 29"[2.48 FT] 0 01 ,. .o : r.c 4 312'[2.63 FT],., 192'[1.63 FT] 0122"[1.00 FT] +o rn / \ / \ 5" [0.04 FT]TYP. [0.50 FT] 192"[1.63 FT] -In 0) _ 1---- :0 / \ / \\ I m p [0.42 FT] v ' T._ t _,1 - , a // 7„ a5° \\ \\\03 I1\ , , . /L4 1 / 1 �\ o \ , co p /co c1'10.29 FT]TYP. \\ 0 / 3- \\ 2 \ • i \ I L"� / u [0.29 FT]TYP. - 1 I5 4 [0.63 FT] 7$"[0.63 FT]TYP. 94 O 5•, [0.77 FT]TYP. a)5 1.. [0.42 FT] 4 l,.laQ a 284'[2.40 FT] - -�f 18- [1.54 FT]TYP. 1 -.• 0.-- LL; [0.16 FT] 2 [0.14 FT] [0.85 FT]TYP. t.3 Q 571"[4.79 FT] 1 L. 7" Z 2 1 -,-.---.- 20 [1.70 FT]TYP. -Ir. + [0.10 FT] [0.58 FT] Q wI 1 �- 23�"[1.94 FTJ TYP. -�-+ 271"[2.29 FT] O V 0122"[1.04 FT] 4 2 S T i T SECTION A-A /1 1 Illiiii < 1 ='*.:ct..co A... tn 1 I L7i _ N. I I .Q , • co I 1 1 . • 4 • WAVE ATTENUATOR UNIT P SCALE: 1" 1 ,,•Iiril tllt" 0 O \o zs Ito PROJECT MANAGER: APPUCATION/DRAWING DATE SURVEYED BY SHEET 3 R BOYD 3 JUNE 2016 PROPOSED SHORELINE PROTECTION MEASURES FOR wU D IS W CHECKED BY: SCALE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SEPT ENGINEERING & CONSTRUCTION 6 `a RBOYD AS NOTED AT 1025 WADE AVENUE zo RALEIGH, NC 27605 OF wp DRAWN BY: JOB NUMBER: BONNER BRIDGE PHONE: 919.789.9977 • FAX: 919.789.9591 1 1 n C WARNER SRl 4.021.00 www.sepiengineering.com•COMPANY LICENSE#2197•into@sepiengineering.com a PROJECT ItEEERENCE NO l A!A NO 8-2500 I 5 • S E P I 1025 9T � 8 9 Avenue 6� Tel 99977 C E N G I N E E R I N G 8 Fax 919 789 959i CONSTRUCTION License C-2197 CROSS SECTIONAL VIEW • IT HEAVY WALL PEARSON PILING 74.4.! eC — — \I r, .\I r, 1 r, 1 r, l r, 1 - I FRONT ELEVATION VIEW NAVIGATIONAL MARKER —� MUST BE AT LEAST 3 FT ABOVE MHW jitia PYLONWITH STONE PYLON WITH STONE TYPICAL WAVE ATTENUATOR \- 8"BASE UNIT t j L_J1 C- L6 • /IOJEC7 REFERENCE NO SH[Ei NO I B-2500 4 sSEPI 1025 Wade Avenue Raleigh NC 27605 Tel 919.789.9977 ENGINEERING 8 Fax919-789-9591 CONSTRUCTION License C-2197 ' WIND SIDE SOUTH SIDE ( ,7 /.---\int--------\1" \it \r_l___, \,I) ii.....\ ____..k T CURRENT 1 \ 1 iT i_____' (DIEZ______H /(7-1----\1" lc-Hi) . S)0.42 FT] T)0.58 FT) ___JE 771 a'10b7 Fr) i I BASE BLOCK SECUREMENT - J I s ti h WAVE ATTENUATOR BASE BLOCK p CT. QNC[NO svies NO 2 I P&ON [�t B-2500 ' 3 S E p i `025 Wade Avenue Raleigh NC 27605 (is Tel 919-789-9977 ENGINEERING & Fax 919-789 9591 CONSTRUCTION License C.2'97 CROSS SECTION I TIP B-2500 BONNER BRIDGE SAV MITIGATION 10+00 10 - - - I0 9 - I 9 8 8 7 ,T., „0„..-.-- TOP OF P'LING: 5- Fl. 7 L Z 6 - Q 6 5 U 5 ��{{ �— TOF OF REEF JNIT 4 fT 4 ce U AV M•NTHI V MAX- ,cT. • a (WI D 11 E) I3 , r r • A I v ► \ I . I 1 I I 13 V Q1 MEIN HIGHWATER: 1,93 f F . .t, 2 1 6.........._— IL IF MFAP(i o h WAVR- I.03 Z 0 0 OLD HOUSE CHANNEL 2 . moil -2 -3 3 -4 -4 -5 \CHANNELI BED -5 20 -6 1 -6 -7 -7 -8 -8 -9 - 9 ° 10 °S S S S 8 Q 8 8 8 0 o 8 8 8 . S S 8 8 1 8 8 8 8 8 8 P S 88 8 8 E8 S . 5 • • NOTES: 0 1. REEF UNIT SHOWN AT EXAGGERATED SCALE FOR CLAIRITY. 0 200 400 800 2. WIND TIDE REFERENCE NOAA TIDE DATA (2014-2015) . Z 11.0 GRAPHIC SCALE .Y. ' (IN FEET) �! 1 inch=400 ft. (HOR.) o- I Inch= 4 ft.(VER.) ..• • I.„ ` r.olEcr�rei..Ke n NO0. ] s..et o I�I�I� q��•]l:]1`►�: .:. IV- 15`00'00" ( 0-2599 II ?.A_ - I►(•l:1 .II�(esuriIJ I]NL'PP' , ilAiline3i��lYlKy��i." ' - r v) sEpi 1025 ade Avenue Raleigh,NC 27605 Tel:919 789 9977 ENINEERING i Fax919-789-9591 CO GNSTRUCTION License C-2197 • DETAIL I FROM SHEET 2 . r P 4 . _.- .... m 1.. - - - T. - - ' o r. WC: I 1114 r, • f IT*.3950 I b'1II EeSgIIJP 512.8129 r 0Lt, a• 4 h. N 1 • 1• • 6 , I d s- I _ ,. E * • 111 ■lxell�Il� I. o ', Iy�l1U[e IUlVX AIV• - t, - NORTJ--fI `G. 747 14.7404 IZ• elI2 1►11 - - / ,•- v, EAST(NG: 30'26 3.5607 1W.A1II ie) LSIPZIO ' . r z ihi ,,,,.., ...,.. . .. ., .. ., .,. LINE 2 MIDPOINT �' NORTHING: 747082,3950-- �� o0 EASTiNG: 3012754.2944 '' . 0 50 100 • 25 75 w SCALE: 1"=50' III►I*J4►10'• I. v 1►(•lal:II►(eliLYPI..I.'27 I ' 1I I:(eWiif 4:I•i.X. 1 / . 4 N• . (n 0 t 4I I IROJK4 REFERENCE NO I SHEET NO 8-2500 2 \ \ \ , ^-�_� -__._ __.` `, \ �` \\\\ ! !E ! 1025 Wade Avenue .., s.E Fax:919489-9591 N CONSTRUCTION LEcenseC-2197 1 �. \ L --'-' ,_,_ \s \ . - r' \ . . It: RIP MID 101u121i 1 o+oo:oo. . ( (7 ,r \•-•s \ I:1»:Z•Y.111y/IE ./.ozizi� -.A'N POINT S2 3 _ •g e F Latitude.N35.75083689 / s Longitude:W75.58651112 !' Northing 745614 7474 Easting:3012633.5536 __ \ IN . ----NX...‹.........\\____.v Gad Northing: 745613 2562 ! 15 DEG. Gad Easting:3012627.5284 10 'E 1.00 9 CT1•N 1 Ilia�fi/a1:�f- N .. 111►111/J11,12471►11 AMP" \ 1111:1411421N \ 1111:14194.1/Mil + ill:1*./MlICNID,11 A It, co 7 \---, . , .. .. ' sl••\N. , / 2• p0.00 j M I ( (1111 7------.7.------...,........ ..,,......i 0 LINE 1 START NORTHING 747050.0427 EASTING 3012392.0722 0 400 800 F. - 0 LINE 1 MIDPOINT NORTHING 747082.3950 EASTING 3012512.8129 z 200 600 ® FRONT POINT NORTHING 7471 14.7404 EASTING 3012633.5607 l SCALE: 1"=400' r---------------"--- 0 LINE 2 MIDPOINT NORTHING 747082.3950 EASTING 3012754.2944 Al V+� A LINE 2 END NORTHING 747050.0427 EASTING 3012875.0351 004 004 IINIIII 1/1%.111 IMMO.MIMICS NW ma moms C. B-2500 1 8 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ntic ocean cs sEpi 1025Avenue CZ) Atla Te1:919" � 1:::, DAREGO UN� C :: NGINEERIN C ONS1 RUCTION ��•C"2197 0 Ni _ M( LOCATION: 3.1 MILES WEST FROM BONNER BRIDGE ~ IN PAMLICO SOUND V © Oregon Inlet TYPE OF WORK: WAVE ATTENUATION & SAV MITIGATION bi.....L.T4 IL:4 , . . .11141 I'(nnlico Sound I( IIIIIIIII 9� PROJECT I y • rill • 10/ 4 VICINITY MAP N.T.S. =iv•. —'" , s /fr; ill f .4 - . COMPLETE CONSTRUCTION PLANS N » » N Email h ,,�� i/J/ HY: ULICS E ' EER DIVISION OF HIGHWAYS ��40 CAbO/// N �``� �, STATE OF NORTH CAROLINA 11116 ,..."Th, »Z ^ •a U SEAL • • 101z5! 1 (711k111" ") in »» NNZ O r V1»w04*0 j �ww a cos) PR 11 1 i GINEER »»N »»M MNN ..a.