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HomeMy WebLinkAboutNCDOT 106-12 B-2500 Phase I Correspondence 10/14/2016 Brittingham, Cathy From: Huggett, Doug Sent: Friday, October 14, 2016 12:23 PM To: Ward, Garcy;Willis, Thomas C; Barnes, Kyle W SAW(Kyle.W.Barnes@usace.army.mil); Daisey, Greg; Brittingham, Cathy; Chapman, Amy; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A; Mebane, Charles S;Davis, Braxton C;Jennings, Frank; Lopazanski, Mike; Huggett, Doug Subject: RE: Notification for Barge Removal Clay, The Division of Coastal Management (DCM) has had further time to review the information provided yesterday concerning the plans to recover the two stranded barges associated with the Bonner Bridge project. After additional deliberations, including consideration of statements by the contractor that the project would not involve any excavation, as well as the positions of the Corps of Engineers and the Division of Water Resources, DCM has determined that the proposed actions do not constitute development under the Coastal Area Management Act(CAMA) or excavation under the State Dredge and Fill Law. Therefore, a CAMA permit will not be required for the proposed work. However, please be aware that should the project proposal be modified in a manner that requires even minimal levels of excavation,a CAMA permit may be required. In such a case, DCM has emergency permitting authority for this situation that should allow for a rapid regulatory response on our part. Should such a project modification be necessary, please contact me at any time on my cell phone (919 218 1490). Thanks and good luck with the project. Doug Doug Huggett Manager, Major Permits and Federal Consistency Section North Carolina Division of Coastal Management doug.huggett@ncdenr.gov (252) 808-2808 ext. 212 From:Ward, Garcy Sent: Friday, October 14, 2016 11:38 AM To:Willis,Thomas C<tcwillis@ncdot.gov>; Barnes, Kyle W SAW(Kyle.W.Barnes@usace.army.mil) <Kyle.W.Barnes@usace.army.mil>; Daisey, Greg<Greg.Daisey@ncdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Huggett, Doug<doug.huggett@ncdenr.gov>; Chapman, Amy <amy.chapman@ncdenr.gov>; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A<phernandez@ncdot.gov>; Mebane, Charles S<cmebane@ncdot.gov> Subject: RE: Notification for Barge Removal Clay, 1 I've reviewed the plans you submitted to recover the two stranded barges associated with the Bonner Bridge project. in agreement with the USACE's decision not to require a permit for this activity, a Water Quality Certification will not be required at this time. If impacts to jurisdictional resources do occur as a result of the barge removal process, please contact this office as a 401 Water Quality Certification may be required. DWR is currently operating under emergency permitting guidelines for efforts related to Hurricane Matthew which ir;cludes an after-the-fact permitting option. Please contact me if you have any questions. Garcy Ward Environmental Senior Specialist Division of Water Resources North Carolina Department of Environmental Quality 252-946-6481 garcy.ward@ncdenr.gov 943 Washington Square Mall Washington, NC ^. Nothing Compares,.., 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:Willis,Thomas C Sent:Thursday, October 13, 2016 2:54 PM To: Barnes, Kyle W SAW(Kvle.W.Barnes@usace.army.mil)<Kyle.W.Barnes@usace.army.mil>; Ward, Garcy <garcy.ward@ncdenr.gov>; Daisey, Greg<Greg.Daisey(ancdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Huggett, Doug<doug.huggett@ncdenr.gov>; Chapman, Amy <amv.chapman@ncdenr.gov>; Steve D Thompson@nps.gov Cc: Hernandez, Pablo A<phernandezt ncdot.gov>; Mebane, Charles S<cmebane@ncdot.gov> Subject: Notification for Barge Removal Agencies, Attached is a barge recovery notification letter and barge recovery plans for two material barges associated with the Bonner Bridge project. At this time the recovery plan does not include any excavation in the wetlands or Pamlico Sound bottom.The contractor was specifically asked this question, so proper planning and permitting could be pursued prior the plan being implemented. Please review the attached documents and let us know if you have any questions or need clarification about steps in the process. NCDOT will continue to keep you all posted throughout the process. Thanks, Clay NCDOT—Division One Environmental Supervisor Office—252-482-1876 Cell—252-312-3692 tcwillis@ncdot.gov 2 Brittingham, Cathy From: Thompson, Steve <steve_d_thompson@nps.gov> Sent: Tuesday, October 25, 2016 12:10 PM To: Hernandez, Pablo A;Willis, Thomas C; Sabrina Henry Cc: Daisey, Greg; Barnes, Kyle W SAW (Kyle.W.Barnes@usace.army.mil); Chapman, Amy; Brittingham, Cathy; Mebane, Charles S; Huggett, Doug; Ward, Garcy; Dittmar,John R CDR; Reed, Charles T LT; Drew Pearson; Frank Csulak- NOAA Federal; matthew.j.Moortag@uscg.mil; miguel.e.torrez@uscg.mil; elizabeth.a.buendia@uscg.mil; Battle, Karen; Mark Dowdle Subject: Preliminary Site Review &Assessment, South Barge, Cape Hatteras National seashore Good Morning, It sounds like recovery operations at the north barge are going well. Sabrina Henry and I are dividing some of our responsibilities for storm related activities in the Park and she will be heading up the Park's resource assessment at the site of the south barge. She will also be coordinating with NCDOT and the other Federal and State Agencies that are still involved in the south barge site. Please direct all future emails dealing with this matter to her, cc'ing: me. I believe she has determined that the best time for our team to go out to the site will be tomorrow AM. Pablo and Clay, can you coordinate directly with Sabrina on the time to meet at the Avon dock site tomorrow morning? Her contact information is: Direct line - 252-475-9019 Cell phone - 252-423-1541 Thank you, Steve T. Steve Thompson 1 Bonner Bridge Permit Monitor Point of Contact B-2500 Cape Hatteras National Seashore 1401 National Park Drive Manteo, NC 27954 Direct: 252-475-9036 Cell: 252-216-6455 2 Brittingham, Cathy From: Thompson, Steve <steve_d_thompson@nps.gov> Sent: Friday, October 14, 2016 4:18 PM To: Willis, Thomas C Cc: Barnes, Kyle W SAW (Kyle.W.Barnes@usace.army.mil);Ward, Garcy; Daisey, Greg; Brittingham, Cathy; Huggett, Doug; Chapman, Amy; Hernandez, Pablo A; Mebane, Charles S; Sabrina Henry; William Thompson; Paul Doshkov; Boone Vandurza; Dave Hallac; Mark Dowdle Subject: NPS Response Barge Removal Plan Clay, NPS has reviewed the submitted plan for the refloating of the grounded barges, and condition our approval of the same with: • NCDOT/PCL/NPSs' receipt of USCG's approval of the plan • NCDOT/PCL providing boat transportation to and from KS 4512 for 1 to 2 NPS observers when recovery efforts are ongoing at the sight, to monitor the situation • If it appears that Park resources have been damaged by the barge or recovery activities, then we will require the obtaining of the necessary permits from NPS and the other participating agencies to make such repairs and to restore the land to its original condition to the entire satisfaction of the Superintendent. We are assuming that NCDOT/PCL will be doing an after action review of what caused the barges to be set adrift and what steps can be taken in the future to prevent a reoccurrence of this incident and sharing the same with us as it becomes available. Thank you for providing this information to us and we ask that all future correspondence on this topic include cc's: to our Environmental Protection Ranger, Sabrina Henry. Sincerely, Steve Thompson Steve Thompson Bonner Bridge Permit Monitor Point of Contact B-2500 Cape Hatteras National Seashore 1401 National Park Drive Manteo, NC 27954 Brittingham, Cathy From: Ward, Garcy Sent: Friday, October 14, 2016 11:38 AM To: Willis, Thomas C; Barnes, Kyle W SAW (Kyle.W.Barnes@usace.army.mil); Daisey, Greg; Brittingham, Cathy; Huggett, Doug; Chapman,Amy; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A; Mebane, Charles S Subject: RE: Notification for Barge Removal Clay, I've reviewed the plans you submitted to recover the two stranded barges associated with the Bonner Bridge project. in agreement with the USACE's decision not to require a permit for this activity, a Water Quality Certification will not be required at this time. If impacts to jurisdictional resources do occur as a result of the barge removal process, please contact this office as a 401 Water Quality Certification may be required. DWR is currently operating under emergency permitting guidelines for efforts related to Hurricane Matthew which includes an after-the-fact permitting option. Please contact me if you have any questions. Garcy Ward Environmental Senior Specialist Division of Water Resources North Carolina Department of Environmental Quality 252-946-6481 garcy.ward@ncdenr.gov 943 Washington Square Mall Washington, NC /'Nothing Compares 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:Willis,Thomas C Sent:Thursday, October 13, 2016 2:54 PM To: Barnes, Kyle W SAW(Kyle.W.Barnes@usace.army.mil)<Kyle.W.Barnes@usace.army.mil>;Ward, Garcy <garcy.ward@ncdenr.gov>; Daisey, Greg<Greg.Daisey@ncdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Huggett, Doug<doug.huggett@ncdenr.gov>; Chapman, Amy <amy.chapman@ncdenr.gov>; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A<phernandez@ncdot.gov>; Mebane, Charles S<cmebane@ncdot.gov> Subject: Notification for Barge Removal Agencies, Attached is a barge recovery notification letter and barge recovery plans for two material barges associated with the Bonner Bridge project.At this time the recovery plan does not include any excavation in the wetlands or Pamlico Sound bottom.The contractor was specifically asked this question, so proper planning and permitting could be pursued prior 1 the plan being implemented. Please review the attached documents and let us know if you have any questions or need clarification about steps in the process. NCDOT will continue to keep you all posted throughout the process. Thanks, Clay NCDOT—Division One Environmental Supervisor Office—252-482-1876 Cell—252-312-3692 tcwillis@ncdot.gov Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 2 Brittingham, Cathy From: Willis, Thomas C Sent: Friday, October 14, 2016 8:22 AM To: Barnes, Kyle W SAW;Ward, Garcy; Daisey, Greg; Brittingham, Cathy; Huggett, Doug; Chapman, Amy; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A; Mebane, Charles S; Biddlecome, William J SAW; McLendon, Scott C SAW;Wicker, Henry M JR SAW Subject: RE: Notification for Barge Removal Kyle, We will keep you updated on the progress and schedule of events. I'll touch base with you this weekend and let you know how the mobilization and staging of the equipment is going. Thanks, Clay Original Message From: Barnes, Kyle W SAW [mailto:Kyle.W.Barnes@usace.army.mil] Sent: Friday, October 14, 2016 7:45 AM To:Willis,Thomas C;Ward, Garcy; Daisey, Greg; Brittingham, Cathy; Huggett, Doug; Chapman,Amy; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A; Mebane, Charles S; Biddlecome, William J SAW; McLendon, Scott C SAW; Wicker, Henry M JR SAW Subject: RE: Notification for Barge Removal Clay, Thank you for the information and keeping us informed on the proposed removal process of the barges that were stranded during Hurricane Matthew. At this time with the given information I don't see where a permit would be required from the US Army Corps of Engineers(Corps)for the retrieval of these two vessels.The Corps has emergency permitting available for storm related events resulting in impacts to waters and wetlands of the US(WOUS).This permitting option will be available if the proposed action for retrieval has to be altered and impacts to WOUS are observed. Please continue to coordinate with the Corps and other resource agencies throughout this process. If you need to contact me please feel free to email me or call at the number listed below. Kyle Kyle Barnes Regulatory Specialist US Army Corps of Engineers Wilmington District Washington Field Office 910-251-4584 We at the U.S.Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: i http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0<http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0> Thank you for taking the time to visit this site and complete the survey. Original Message From: Willis,Thomas C [mailto:tcwillis@ncdot.gov] Sent:Thursday, October 13, 2016 2:54 PM To: Barnes, Kyle W SAW<Kyle.W.Barnes@usace.army.mil>; Ward, Garcy<garcy.ward@ncdenr.gov>; Daisey, Greg <Greg.Daisey@ncdenr.gov>; Brittingham, Cathy<cathy.brittingham@ncdenr.gov>; Huggett, Doug <doug.huggett@ncdenr.gov>; Chapman,Amy<amy.chapman@ncdenr.gov>; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A<phernandez@ncdot.gov>; Mebane, Charles S<cmebane@ncdot.gov> Subject: [EXTERNAL] Notification for Barge Removal Agencies, Attached is a barge recovery notification letter and barge recovery plans for two material barges associated with the Bonner Bridge project. At this time the recovery plan does not include any excavation in the wetlands or Pamlico Sound bottom.The contractor was specifically asked this question, so proper planning and permitting could be pursued prior the plan being implemented. Please review the attached documents and let us know if you have any questions or need clarification about steps in the process. NCDOT will continue to keep you all posted throughout the process. Thanks, Clay NCDOT- Division One Environmental Supervisor Office -252-482-1876 Cell - 252-312-3692 tcwillis@ncdot.gov Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 Island Free Press, October 13, 2016 Two runaway barges still high and dry in Avon . ..WITH SLIDE SHOW By IRENE NOLAN •n� 1 — .art , -laps •_ 7 gyp` _t, -_"'it. ?- _ -t. t ..... - 1 1- * ..is ... ' r .teal 41114Arer %kilik:",-.'., The two barges that broke loose from near the Bonner Bridge construction site during Hurricane Matthew's assault with high winds and storm surge on the Outer Banks on Sunday morning are still grounded in Avon. The contractor on the bridge replacement project, PCL Civil Constructors, is working with the N.C. Department of Transportation and other regulatory agencies, including North Carolina's CAMA, the National Park Service, and the U.S. Coast Guard to come up with a plan to remove the barges, which, on Wednesday morning, were still where they had been pushed by the storm surge. The contractor had a storm plan that was coordinated with regulatory agencies and the U.S. Coast Guard. Nicole Meister, a spokeswoman for NCDOT said both barges that came loose were moored at a planned location in the Pamlico Sound about 8 miles southwest of the Bonner Bridge construction site. Meister described both barges as "tool" barges -- as in they carry tools. One of the two carried the impact hammer and water jet used to install individual pilings. The U.S. Coast Guard reports that personnel at Coast Guard Sector Field Office (SFO) Cape Hatteras received a call from the Dare County Emergency Operations Center at about 1:50 p.m. Sunday, during the storm, stating one barge went adrift in Pamlico Sound and was aground in the vicinity of Weakfish Drive in Avon, in close proximity to waterfront properties. Island Free Press photographer Don Bowers found that barge up against the bulkhead of one of the waterfront properties and still apparently drifting. That barge contains approximately 300 gallons of diesel fuel and 100 gallons of hydraulic oil. According to the Coast Guard, local authorities evacuated people from homes in the vicinity of the grounded barge at approximately 2:15 p.m. No injuries were reported. The Coast Guard also reported that contractor PCL sent an equipment manager, along with personnel from SFO Cape Hatteras, who arrived on scene around 3:30 p.m. Sunday to investigate. PCL personnel determined later Sunday that a second 140-foot barge had broken free of its mooring at the mooring site southeast of the Bonner Bridge and was also adrift in Pamlico Sound. An aircraft crew with Coast Guard Auxiliary Flotilla 10 conducted overflight patrols and located the second barge at about 11 a.m. Monday, grounded approximately 7 miles south of the first barge -- between Canadian Hole and Askins Creek in south Avon. The second barge contains approximately 200 gallons of diesel fuel and 300 gallons of hydraulic oil. There have been no reports of pollution from either barge. The barges are stable and not likely to move given the current water and weather conditions, Pablo Hernandez, the resident engineer for the NCDOT and the project manager for Bonner replacement project, said in an email on Tuesday evening. "All the equipment on the barges is accounted for, secure, and stable." Hernandez said that NCDOT, CAMA, NPS, and PCL had a chance to review the barges Tuesday and discuss general recovery plan and options. "We will continue to monitor the grounded barges as the responsible party plans salvage efforts," said Capt. Patricia Hill, commander of Coast Guard Sector North Carolina in Wilmington. "We will ensure the responsible party conducts a timely and safe salvage in order to mitigate the potential threats to the environmentally sensitive Pamlico Sound." Brittingham, Cathy From: Willis, Thomas C Sent: Thursday, October 13, 2016 2:54 PM To: Barnes, Kyle W SAW (Kyle.W.Barnes@usace.army.mil);Ward, Garcy; Daisey, Greg; Brittingham, Cathy; Huggett, Doug; Chapman,Amy; Steve_D_Thompson@nps.gov Cc: Hernandez, Pablo A; Mebane, Charles S Subject: Notification for Barge Removal Attachments: airlift_tubes jpg; Bargelocations.pdf; lightweight_marshequipjpg; NorthBarge_Location.pdf; SouthBarge_Location.pdf; Center Lift Salvage and Refloat of KS4503 and KS4512 Ver2.0 13Oct.pdf; PCLTransfer and Return Plan.pdf; NCDOTBarge_Recovery_Notification.pdf Agencies, Attached is a barge recovery notification letter and barge recovery plans for two material barges associated with the Bonner Bridge project. At this time the recovery plan does not include any excavation in the wetlands or Pamlico Sound bottom.The contractor was specifically asked this question, so proper planning and permitting could be pursued prior the plan being implemented. Please review the attached documents and let us know if you have any questions or need clarification about steps in the process. NCDOT will continue to keep you all posted throughout the process. Thanks, Clay NCDOT—Division One Environmental Supervisor Office—252-482-1876 Cell—252-312-3692 tcwillis@ncdot.gov Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 1 • PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Transportation October 13, 2016 Subject: PCL Barge Removal Plan associated with Hurricane Matthew damage on the Barge Mooring Point located of Old House Channel at approximately 35.6825 N&-75.6236 W. References: Bridge No. 11 over Oregon Inlet on NC 12 in Dare County,North Carolina;TIP Project B-2500(Phase I); Federal Aid Projects BRNHF- 0012 (48)and BRNHF-0012(36);Debit from WBS Element: 32635.1.4 The North Carolina Department of Transportation(NCDOT)is providing information for review of a barge salvage operation scheduled to take place within the next several days. This is a result of Hurricane Matthew causing damage to a mooring point established of Old House Channel in association with the Bonner Bridge project.During the storm event on the weekend of October 8th,high winds,tides and waves caused the separation of two barges from their mooring station. These two barges are material barges that are utilized in day to day operation of the bridge construction project. On the barges are secured materials,which include a pile driving hammer and associated tools. These items are essential to the daily operation of the bridge construction. During the storm and movement of the barge,all materials remained in place and secure. All items have been inventoried and accounted for on the barge. The two barges drifted south approximately 25 miles and one came ashore on the backside of northern Avon,between Weakfish Lane and Island Creek Drive,while the other barge went further south, 0.5 miles north of the Canadian Hole. I have attached maps of the two barges current locations. PCL contracting has contracted with a company that specializes in marine salvage, Center Lift,based out of Louisiana. They have reviewed photographs of the barges, aerial images,locations,environmental factors,and concluded that pneumatic roller bags are the best option to recover the barges. Roller bags can be positioned under the barges, inflated to a point which allows for an offshore towing winch to advance the barge forward of the marsh. The towing winch is mounted on a shallow draft anchor barge, which is anchored in place,as shown on the provided Center Lift attachment. Once the barge is pulled of the marsh and buoyant,smaller push boats and a shallow draft truckable tug will pull/push the barges to Cape Channel. The towing route is marked for deeper water and illustrated on the attachment. These barges need 2-3 feet of water to have buoyancy. The water level in the Pamlico Sound remains high in the Avon area,but %Nothing Compares State of North Carolina I Department of Transportation I Division I 113 Airport Drive I Suite 100 Edenton,NC 27932 252-482-1850 will likely continue to recede to normal levels,within the week. Quick recovery response will increase the chances of a successful recovery. The current plan does not involve any excavation around the barges. The contractor will need to utilize a light weight marsh vehicle to place the pneumatic roller bags. These bags are made from a heavy gauge fabric and cannot be maneuvered without assistance from equipment. I included a photo of the type of equipment used to maneuver the bags. Center Lift has details of their plan in the attachment. During the recovery operation,NCDOT will have staff on-site to monitor the progress and can report any updates to the agencies. The recovery of the barges has been made a top priority for the Bonner Bridge project and all efforts to recover them in a safe and environmentally sound way are being pursued. We are coordinating with the USACOE,NCDWR,NCDCM,USCG and NPS during this operation and will keep everyone updated throughout the process. Center Lift is being scheduled to mobilize personnel and equipment over the next few days and hopes to begin the operation on Monday. We are available to answer questions or if additional information/coordination is needed,please let us know. Please contact Clay Willis at(252)482-1876 or 252-312-3692. Sincerely, Jerry Jennings,P.E.,Division Engineer NCDOT Divisio 1 Clay Willis,Environmental Supervisor NCDOT Division 1 Cc: Pablo Hernandez P.E.,NCDOT Shawn Mebane,P.E,NCDOT Sean Bush, PCL PCL October 13, 2016 Transfer and Return Plan of KS4503 and KS4512 Barges to The Bonner Bridge Replacement Project The objective of the salvage is to remove the KS 4503 and KS 4512 barges from their current position along their respective shorelines in the vicinity of Avon, NC. The barge positions are indicated on the attached document. A full inspection of the barges KS4503 and KS 4512 was performed by a third party marine surveyor on October 13, 2016 and the initial report indicates no damage was found. PCL has performed a visual inspection of all of the auxiliary equipment on the deck and found that everything is in good condition and attached to the barges,and there are no leaks from any equipment fuel/oil tanks. There is no fuel or oil contained inside the barge voids. Therefore,we feel that there is very low to no risk of fuel contamination during the salvage operation. Spill kits will be on hand with boom and sorbent materials. Due to the shallow nature of the sound in this area,the intent is to bring in 3 each shallow draft boats(ranging from 300hp to 500hp)that can work in water levels of 2-3' and deeper to assist with the salvage operation and transfer to deeper water. A route has been developed based on "best water"to get the barge to deeper water in Cape Channel. The salvage operation will be started by using air bags and winch system as outlined in the Salvage and Refloat Plan. Once the barge is in enough water, approximately 3ft,to float on its own it will be visually inspected a second time to ensure no damage to the hull has occurred during transit. It will then be towed along the attached route(see attached)to Cape Channel with a 500hp truckable tug along with 2 or 3 of the 300hp to 500hp boats,where it will then be handed off to a larger tug boat. This route is subject to slight variations based on actual water depths. A hydrographic survey is being conducted by a third party to confirm the"best water" route for the transfer operation and transfer towing. A barge inspection by a third party marine surveyor will be performed after the barges have been returned to the project site. North & South Barge Location Avon &just North of the Canadian Hole • ...., 011_, -, ,,4,..t1 , ______________ etpRiard "au . L' Gibbs Pt 1 •ti l u, qnr r '-i►rtxt - N -...„--4,-)i , . a i „ dt.r < I-i _ . 4 1 . j.. \I t um.'T WA g,,. is 'eet Cos Sta(Abr d, 1V DLow +..9....e.:1 . i Copyright'©20131Natiortal Geographic Society, i-cubed 0 0.5 1 2 Miles 1 i 1 I 1 1 1 • North Barge Location Avon Between Island CreekRd & Weakfish Ln. ill ... . 4,,,, . • - s. ; • wi4 • r+, `I, Nti j 4 11K- - ''' „ ' nd Cre-' ►. ., jM,, North Barge Locatio0 . ` C Lat. 35.3681 ��^ $ ` ' ; =-" r' +,`p Long. -75.5032 —~- \\%,e f --- ,40).,,... / -____--014, , .,•. - ...... t..7. ...... wort .•A 7 <, E - .1 w`.w+ .r ,i4. ► yr 1....4�f �' °w c4 _ 1 \ •, 4 ,1 ea I-1 fit ,4 404 III -.:.. :44 ‘ it At lok%It*. .1. • ... . : -II. Atissolial ' i .• 04 . araillA ellig$1.1 ' „ I ? l_ • rN. _ t C 'A. r, dit ...Ark. . .. ell# • 4 ile I. �: . . ' M,, ' • SW. cEsri+DigitalGlobe,GeoE r-cubeoo artr,;fitar ' + '•mitt . , :;Geographics,CNE�S/Airbus Imp U DA�USG-•AEX ! . - ►•• y G-.5jrrmapping,Aerogrid, IGN,IGPpswi p'o theme GIS User a Com rrr u ruty*�F� ." 0 250 500 1.000 Feet 1 1 1 1 I 1 South Barge Location Avon Approximately 0.5 miles North of Canadian Hole :ill i Pk' ,tf • South Barge Location Lat. 35.3681 Long. -75.5032 • i N 1 4 , 1 i t • I. i, 1 Canadian Hole 0.50 miles south . It �1� • :�; h41111 t.'� '• Z, - • .ta� . 4 �' .., '. ;� ray • ti::' 1 • t ) I o Cam, D Oa Globe, Geobyp, -cubed Earthstar -oorap ics cDAEN' of off,USDA. USGS AE'l 3' •• Getmapp1ng,Aeogrid, ,MR,s 'sstopo andth7GISUse .-ommuj - `! f 0 250 500 1.000 Feet 1 1 I I t I I CENTER LIFT A marine lilting.launching,and recovery company C.".j y j-MIR "" gel11111111 ► .u. .u ",.ate ± KS4503 SALVAGE AND REFLOAT OF KS4503 and KS4512 Stranded in Vicinity of AVON NORTH CAROLINA Prepared by CENTER LIFT, INC. For and on behalf of PCL Version 2.0 13 October 2016 1401 MacArthur Avenue St.Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 1 of 12 CENTER LIFT A marine lilting,launching,and recovery company 111 . „ Nort • x-><,ia,. r16- • • o • •r Akar 1 4,01 . 4' at • 1 OVERVIEW This plan summarizes the proposed operations to refloat KS4503 and KS4512. The proposed operation focuses on using pneumatic roller bags to lift and roll the barges to deeper water. The pulling force to move the barge when up on the roller bags will be rendered by PCL-supplied winch barge with hydraulic winch onboard. That barge will be anchored with a minimum 30001b anchor. Details of winch barge and winch are in Appendix A. Center-Lift's scope is to move the barges to deep water where PCL will regain control and tow/push them with support vessels to end destination. 2 VESSEL CONDITIONS Barges became stranded in current positions after breaking free and drifting in storm surge from Hurricane Matthew. 1401 MacArthur Avenue St.Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 2 of 12 CENTER LIFT A marine lifting,launching,and recovery company CC} The barges are in good condition overall,with no apparent breach in hull and no apparent damage to hull: • Vessels found to be intact and resting on a hard sand/seagrass bottom, headings are as per pictures in Appendix B • General Arrangements for the barges are in Appendix C. • Barges are over-estimated to be 320mt of weight; both weight of barge and deck load included (this includes a large safety factor). In the photos, barges appear to have 2ft-4" draft,as indicated by growth visible in the pics. Deadweight scale shows approximately 200mt at that draft. • Grounding occurred at higher than high tide,and barges are aground through entire length. • There are no impact or stress points from the grounding;both barges are aground similarly on relatively level, hard compacted sand. • Vessels found to be mostly even keeled,with little variance in drafts. • Vessels found to have all tanks intact and watertight,with no reported damage and no significant longitudinal deflection.There are no signs of water ingress or egress and there is no pollution reported at the scene. Based on the above the barge had 320 tons(heavy estimate)aground in current condition. 2.1 Vessel Particulars—See Appendix C 3 SALVAGE PLAN 3.1 Sequence of Operations Center Lift will mobilize the equipment and personnel shown in Section 3.3. PCL shall provide the prime pulling power with winch barge shown in Appendix A. The winch barge will first set her 30001b anchor. 1) The marsh excavator and work barge will be moved adjacent to KS4503 by PCL support boats. 2) Marsh excavator will deploy and assist in placing and pulling bags. 3) Bags will be connected to compressor that is stationed either on work barge or the main compressor on 4503. 4) Simultaneous to Center Lift placing roller bags, PCL will position and anchor the winch barge; and eventually spool out winch wire; rig snatch block at furthest bight. 5) A full 8-bag series will be utilized with 6 bags always sustaining load while one is exiting and one 1401 MacArthur Avenue St. Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 3 of 12 CENTER LIFT A manna lining.launching,and recovery company is staged to take load. These bags will be leap-frogged by Center Lift crew by hand lines or with excavator if necessary. 6) Soft slings(shown in Appendix A)and shackles will be provided by and rigged on stranded barge and led forward to a singular shackle and 1.5"70 meter wire pigtail. If transit distance is minimized, pigtail will be minimized. Rigging is detailed in drawings in Appendix D. 7) VOID SOUNDINGS: • Barge voids can only be sounded through manhole covers,which will remain sealed during transit in order to sustain barge buoyancy. • PCL will conduct soundings prior to Center-Lift operations. • Manholes will remain sealed during transit. • Once barge is in positive buoyancy on its own, and in positive control of PCL support vessels, PCL will again conduct soundings to verify all voids are still intact and there is no damage to the barge. • Safety:when barge is up on the roller bags,we will conduct a joint inspection of the hull to spot any water draining from punctures or holes. Temporary repairs can be conducted while up on the bags prior to transit commencing. 8) When barge is loaded on pneumatic lift,Center Lift will review all rigging and commence pull with PCL's hydraulic winch. Safety:A final walkthrough of all rigging and transit route will occur prior to commencement of transit. 9) Upon transfer of KS4503 to transit assist vessels,all transit bags and support equipment including rigging will be reset to barge K54512. 10) Repeat for K54512 with the exception that there may be no shore access to KS4512 site,so marsh excavator will have to deploy off of the work platform. 11) Upon transfer of KS4512 to transit assist vessel, all rigging, roller bags,and marsh excavator will be loaded onto the work platform and transited to main worksite for demob. 3.2 Site Safety • Center Lift and PCL shall impose their standard site safety procedures to this operation. • Morning safety round up log-in sheets are mandatory. • Spill kits will be on hand with boom and sorbent materials.The only operating hydrocarbon equipment is the air compressor, marsh excavator and winch on the winch barge. • Specific safety measures installed for this operation shall include: o Daily pre-ops meetings to ensure both PCL and Center Lift personnel know their roles and relationships to each other. Positive communications shall be checked and recorded prior to each day's operations. 1401 MacArthur Avenue St.Harvey,LA. 70058 504.300.1347 www.center-lift.com Page 4 of 12 CENTER LIFT A marine lilting,launching,and recovery company o Safety factors of at least 25%have been incorporated into each line of this engineered operation. For example: We have used a 1.25 factor on force of pull required and then added an additional 50%to that when sourcing the winch and running rigging(in addition to using an over-estimated barge weight) o All personnel will be constantly aware of main force pulling plane. o Positive control of the stranded barges will be maintained at all times. 3.3 Personnel and Equipment Center Lift will provide the following personnel and equipment to work this job. Personnel 1—Salvage Master 1—Project Manager 4—Technicians Equipment and Craft PCL shall provide the prime pulling force by using the winch barge in Appendix A. PCL shall provide the air compressor(185cfm minimum). PCL shall provide the work platform to be used by Center Lift alongside KS4503 and KS4512. The work platform will also be used to transport the marsh excavator and act as work platform for the marsh excavator. Center Lift will provide the following Equipment 10 ea 2m x 8m roller bags—initial raising on hard ground 10ea 1.5 x 16m roller bags—transit bags for rolling to float 2 ea Pneumatic tools package 1 ea Hand tool package 1500 ft Pneumatic Air Hose (1") 2ea Pickup Trucks 1 ea Marsh Excavator with buoyant traks 1 ea Communication pkg(cell phones and radios) 3.4 ENGINEERING DESIGN AND CALCUATIONS 3.4.1 Rolling Resistance Calculation • Weight of barge(overestimated)320t • Coefficient of Friction for Pneumatic Roller: 1401 MacArthur Avenue St.Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 5 of 12 CENTER LIFT A marine lifting,launching,and recovery company 1 (as per Allswater Engineering) =0.0077/.5(Roller Height) 1.1 =0.0077/.5 x 1ft =0.0154 • Rolling Resistance Calculation RR =µ x Weight of Barge =.0154 x 320 =4.928 tons • Pulling Factor of Safety= 1.25 Pulling Force Required 1.25 x 4.928 tons=6.16 tons x 2000Ibs=12,320 lbs of pull required (Safety:We have been working with 18,0001bs in all engineering calcs). 3.4.2 Allowable Bearing Pressure of Soil Loose sand inundated (per Sowers and Sowers): 600-2,000 pounds per square foot lowest Soft mud: 500-1,000 Clay wet, mixed with sand: 2,000-3,000 Roller Bearing Pressure Per Roller for 6 ea x 1.5m x 16m Pneumatic Rollers Barge: 140ft x 45ft x 9ft x 320 tons 320 tons/6 rollers= 53.3 tons per roller 53.3 tons x 20001bs per ton= 106,666.67 lbs per roller Pneumatic Roller Bearing Area per Roller: Roller Footprint, calculated for 2.67psi air pressure in each bag(amount required for 1 foot of lift): 45 ft(width of barge)x 6.15ft(width of bag with 2.67psi)=276.93 square feet. Load per roller is 106,666.67 lbs Footprint per roller is 276.93 Bearing Pressure=385.18 lbs/sq ft 3.4.3 Pull force available from Proposed equipment Appendix A includes hydraulic winch details and photos of soft slings. Appendix D shows rigging diagram. All running rigging exceeds the safety factors for the required pull of 12,320Ibs. APPENDICES Appendix A— Winch Barge,winch and soft sling details. Appendix B— Photos of barges and sites as of 110CT2016. Appendix C— General Arrangement and Deadweight Scales for Stranded Barges. Appendix D- Engineering drawings. 1401 MacArthur Avenue St.Harvey,LA. 70058 504.300.1347 www.center-lift.com Page 6 of 12 CENTER LIFT A marine lifting,launching,and recovery company APPENDIX A—WINCH BARGE • • -144111116 a A yr--- ; 4� 4� .. . 1401 MacArthur Avenue St.Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 7 of 12 CENTER LIFT A marine lifting.launching.and recovery company APPENDIX A-WINCH Details PRINT DATE: JQ'3120I3 WINCH PERFORMANCE WINCH MODEL: McElroy Winch GEAR RATIO: X:1 WIRE ROPE SIZE("): 1.250 INPUT TORQ("k): BARREL DIAMETER("): 18.00 INPUT TORQ(4):FLANGE DIAMETER("): 48.00 INPUT R.P.M.: DRUM LENGTH("): 32.00 PSI DIFF.INPUT: (SEE BELOW) DRUM TORQUE("#): 399,295 INPUT GPM: (SEE BELOW) (DRUM R.P.M.: 7.180 D/d= 14.40 MAXIMUM PITCH DIA.= 45.750 " OVERSIZE FACTOR: 1.05 CONSTANT= 2.273 GROOVE METHOD ROPE ROPE TOTAL WIRE LINE L.S. P.D. 0.D. LAYER P.D. FEET ROPE O.D. PULL(#) (FPM) RATIO RATIO 1 19.313 123 20.63 41,351 36.3 26.44 27.38 2 21.586 261 22.90 36,996 40.6 24.16 25.10 3 23.859 413 25.17 33,471 44.8 21.89 22.83 4 26.132 580 27.44 30,559 49.1 19.62 20.56 5 28.406 761 29.72 28,114 53.4 17.34 18.28 6 30.679 957 31.99 26,030 57.7 15.07 16.01 7 32.952 1,161 34.28 24,235 61.9 12.802 13.72 8 35.226 1,378 36.56 22,671 66.2 10.52 11.44 9 37.499 1,610 38.83 21,296 9.17 74.8 5.985 6.90 10 39.772 1,856 41.10 20,079 11 42.046 7,115 43.38 18,993 79.0 3.70 4.62 12 44.319 2,389 45.65 18,019 83.3 1.43 2.35 PERFORMANCE CALLS. KYB 270-80 DRUM TORQUE:\__ 399,295 IN.LBS. 45.11 kNm WINCH RATIO: 4.12 :l 0.930 WINCH EFF.: 0.922 MOTOR TORQUE= 105,073 IN.-LBS. MOTOR TORQUE= 8,756.1 FT.-LBS. FULL MOTOR DISPL.: 268.70 C.I./REV. 4,403 CC MOTOR EFT,: 0.910 MOTOR DIFF.PRESS.= 2,700 PSI <3570 PSI DRUM SPEED: 7.1800 RPM MOTOR SPEED= 29.58 RPM "12S RPM MOTOR VOL.EFF.: 37.00 GPM _. 1 OIL VOLUME-___ 1401 MacArthur Avenue St. Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 8 of 12 • CENTER LIFT A marine lilting,launching,and recovery company G • APPENDIX A—Soft Sings • ,1` . i I - ' C. 4 i, ' . ; ' . s Kr • . -, - ' .o Z Zo Xi) 0 8 ,aa m o x w CI m T N ' 0 N z C • giii A Nr a r prIL �� 11 0pp l .... 4 r;r Q A ..1 4 rr/ z 1401 MacArthur Avenue St. Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 9 of 12 CENTER LIFT A marine Idling,launching,and recovery company APPENDIX B—PHOTOS OF BARGES AS OF 110CT2016 KS4503 t • uti. _ r •_ r ; r 1.410111, 'a f 1401 MacArthur Avenue St. Harvey, LA. 70058 504.300.1347 www.center-lift.com Page 10 of 12 CENTER LIFT A marine Idling,launching,and recovery company Jill , .. . •r..�1a'I�.'... ., ,. e. _ _.... .S.SC:] I.,."I" . r ANS APPENDIX B—PHOTOS OF BARGES AS OF 11OCT2016 KS4512 f-" , 1401 MacArthur Avenue St. Harvey,LA. 70058 504.300.1347 www.center-lift.com Page 11of12 CENTER LIFT A marine tilting,launching and recovery company CPI 2 L Os 41r 11t A !'i111iIIM S1 • 1401 MacArthur Avenue St.Harvey,LA. 70058 504.300.1347 www.center-lift.com Page 12 of 12 .f -0IL -%Mill erio .0_, N'•0 N Y N m N N Y N I Y N Y N Y iT N " k-b b AT1Yb b 4 I) D 0 r l i 1 i i 1 i I i i I `C7 z l__ Z I I N I I I Ill I II I II 1 1 I 1 11 1 •4 at O 1 IL 1 ®I I t_ri l 1 1 _ 1 I��_ 11 1 I�1=1 I I I® 1 1 4 3 1 I I la l I I 1 I e.._ '0. 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E ea, A From:MC DONOUGH MARINE SERVICE 5047808100 05/18/2011 05:56 4031 P.001/001 P.03 08/27/90 DEADWEIGHT TA LE FOR 140' X 46' X 9'•0" DECK BARGE • CIS HULLS 85 THRU 94 FOR MCDONOUGH MARI E DRAFT DWT DRAFT DWT DRAFT DWT 1' - 4 718" 0.00 3' - 11" 483[84 6' - 6" 960.24 1' - 5" 0.88 4' - 0" 479 55 8' - 7" 978.57 1' - 8" 16.02 4' - 1" 495 31 6' - 8" 992.90 1' - 7" 31.21 4' - 2" 511 07 E' - 9" 1009,22 1' - 8" 48,41 4' - 3" 526 83 6' - 10" 1025,61 1' - 9" 61.61 4' • 4" 542+85 6' - 11" 1041.99 1' - 10" 76.86 4' - 5" 558147 7' - 0" 1068.37 1' - 11" 92.11 4' - 6" 574 29 7' - 1" 1074.78 2' - 0" 107,37 4' . 7" 59016 7' - 2" 1091.20 2' - 1" 122,68 4' - 8" 806 03 7' - 3" 1107.61 2' - 2" 137.99 4' - 9" 821 91 7' - 4" 1124.02 2' - 3" 153,30 4' - 10" 637 84 7 - 5" 1140.43 2' - 4" 168.66 4' - 11" 653 77 7' _ - 8" 1158.84 2' - 5" 184.03 5' - 0" 669. 0 7' - 7" 1173.25 2' - 6" 199.39 5' - 1" 685.:9 7' - 8" 1189.68 2' - 7" 214.82 5' - 2" 701.:8 7' - 9" 1200.07 2' - 8" 230.24 5' - 3" 717,-7 7' - 10" 1222.49 2' - 9" 245.88 5' - 4" 733, 1 7' - 11" 1238.90 2' • 10" 261,14 5' - 5" 749. 5 8' 0" 1255.31 2' - 11" 276.62 5' - 8" 785.:0 8' - 1" 1271.72 3' • 0" 292.10 5' - 7" 781.,0 8' - 2" 1288.13 3' - 1" 307.84 5' - 8" 798,00 8' - 3" 1304.54 3' • 2" 323.17 5' - 9" 814.10 8' - 4" 1320.95 3' - 3" 338.71 5' - 10" 830.09 8' . 5" 1337.38 3' - 4" 354.30 5' - 11" 848. 9 8' - 8" 1353.78 3' - 5" 369.89 8' • 0" 882.:8 8' - 7" 1370.19 3' - 6" 385,48 8' - 1" 878. 3 8' - 8" 1388.60 3' - 7" 401.13 .8' - 2" 895. 8 8' - 9" 1403.01 3' - 8" 416.78 8' - 3" 911, 3 8' - 10" 1419.42 3' - 9" 432.43 8' - 4" 927.►0 8' • 11" 1435.83 3' - 10" 448.14 6' . 5" 943.`7 9' - 0" 1452.24 DWI'S IN SHORT TONS, FRE.H WATER LIGHT BARGE WEIGHT 259.;1 S. TONS DETAIL INDICATOR SECTION OR DETAIL H SHEET#FROM WHICH SECTION d SHEET i WHERE OR DETAIL IS CUT lap SECTION OR DETAIL CAN BE FOUND SOFT LINES FROM TO BRIDAL r O O• (PROVIDED BY CENTER-LIFT) 6 2'POLY SOFT LINES r (65,000 BREAKING STRENGTH) C FROM BITS TO BRIDAL KS 4503 (PROVIDED BY PCL) E —❑R— r1r ANCHOR SCOW KS 4512 /5.9 1.1250 1MRE ROPE TOL ..___, . , ANC WIRE ROPE SHANK OF ANCHOR 4,400 LB DELTA i ..._. \_1/4.___, s___, FROM BRIDAL TO BRIDAL FLIPPER ANCHOR WITH 8 O O/ ANCHOR SCOW WINCH BUOYS u 1300 CFM AIR COMPRESSOR KS 4503/KS4512 BARGE REMOVAL PLAN - PLAN VIEW E 11 NTS — a 1300 CFM AIR COMPRESSOR (ON KS4503 ONLY) SOFT LINES TO BRIDAL Y (PROVIDED BY CENTER-LIFT) 1.25'0 WIRE ROPE CI FROM BRIDAL TO -- ANCHOR SCOW WINCH i 1.125'0 HIRE ROPE TO SHANK OF ANCHOR KS 4503 —OR— KS 4512 s ai 0 0 U 0 O J ANCHOR SCOW 4,400 LB DELTA FLIPPER ANCHOR WITH T BUOYS n 2M01600 AIR BAGS AND AIR HOSE 'drc (PROVIDED BY CENTER-LIFT) ' S KS 4503/KS 4512 BARGE REMOVAL PLAN - ELEVATION NTS b 5E �/y� 10/13/16 TAM TAM FOR REFERENCE S o QFNFRAI NOTER [� 10/09/16 TAM TAM FOR REVIEW 1. THIS DEMONSTRATES A GENERAL LAYOUT AND MAY BE ADJUSTED I REV DATE DES5K DRAW REMARKS F BASED ON FIELD CONDITIONS AND REQUIREMENTS. 2. THIS SYSTEM WILL BE USED TO RECOVER BOTH THE K54503 AND N. CAROLINA DEPARTMENT OF TRANSPORTATION S K54512 DARE COUNTY, NC i 3. 1B5 CFM AIR COMPRESSOR WILL BE AVAILABLE FOR USE ON BOTH BARGES. THE 1300 CFM WILL BE AVAILABLE ONLY ON THE 4503. BONNER BRIDGE REPLACEMENT PROJECT g HURRICANE MATTHEW BARGE SALVAGE - — AVON NC, TOOL BARGE RECOVERY y PCL CIVIL CONSTRUCTORS i BONNER BRIDGE REPLACEMENT j .- - • 1566 NC-345, WANCHESE, NC 27951 Phone. (252)423-3093 FOR REFERENCE ONLY SCALE '; - AS NOTED Numb09 BARGE SALVAGE AwnMe0 8 . . CENTER LIFT J°(Sn�4 , KSU4tS[2 A marine fitting,launching,and recovery company SHEET NO.: I. / OF: CALCULATED BY: DATE: CHECKED BY: DATE: SCALE: C, 1� • r, • -- 20 T6r1 .51sp.TL N TN-c,c-,1-`-. Gc 2 oo✓e.v i t 4 P t 4�►n 4-Sx 9� u>:� � '\ . �� �. 2 jo PI(3r�z Frwvi-G5.S 1,),-6- zo Pr w�+L 1719. �c-,1.s_ 2. �R S NacK\-�=. 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' 35.3654 075.5063 35.3095 i .tA°a1 L A,N 2 35.3675 075.5054 35.3194 I Z, 3 35.3676 075.5033 KS 4503 BARGE 35.3178 r J 35.3703 075.5112 35.3372 .'' , U'4 ' 35.3578 075.5364 -. 'ka;._a -. 6 35.3400 075.5520 4* •.AVON NC Channel 1 - 35.3206 075.5682 \ it•- ; . , .. IAN'ZY 35.3172 075.5809 � 4 , . j ,• ' 35.3194 075.6024 O. r '=?;.2rk' e ` 35.3178 075.6240 C 2$i . o .. AMP ; 35.3372 075.6399 END ROUTE ...,, 1 )i Or 14 1 10 15r •' • ' ' 13) NIP' .i 13 CO 010 12 Liii 7 w :4'it ti'' - 7 9 - -• 14 f. • ,' T- .. 12 .._ . a z 17 003 ;' 1',., 27 , S Jf 2 , 4 ;r: . 13 { 1,r_7:757-M- o p 1.063 nm "„ s`' 10 009, 7 Q, r.S wy 1,--,....,. `� r 28 ... �+ 42_ r _ . To- - ..�B"zb 8 �1 k 45:1 ' "' V 10 t....----- z"---' tl -; / I 2 v 27 Clam r,i Shoal 1 �t 8 Brittingham, Cathy From: Willis, Thomas C Sent: Thursday, October 13, 2016 10:46 AM To: Chapman,Amy; Huggett, Doug; Brittingham, Cathy Cc: Daisey, Greg;Ward, Garcy Subject: FW: Bonner Bridge Barge Grounding Attachments: SouthBarge_Location.pdf; NorthBarge_Location.pdf; airlift_tubes jpg; Bargelocations.pdf; northbargel jpg; northbarge2 jpg; southbargel.JPG We should be getting a plan very shortly on the barge removal effort. I previously sent this information to those listed below, but I know some people might be out of the office, so I wanted to make sure you got this information. PCL is hoping to get approval of their plan as soon as possible, so they can get the salvage contractor in route and have personnel and equipment on-site for possible plan implementation on Monday of next week. One of the current advantages they have at the moment, is the water level is still high in the sound and the north wind is keeping the water level pushed up. Being able to take advantage of that extra 1'of water could make a difference. Thanks, Clay NCDOT—Division One Environmental Supervisor Office—252-482-1876 Cell—252-312-3692 tcwillis@ncdot.gov From: Willis, Thomas C Sent: Wednesday, October 12, 2016 11:49 AM To: Daisey, Greg; Ward, Garcy; Barnes, Kyle W SAW (Kyle.W.Barnes@usace.army.mil); Steve_D_Thompson@nps.gov Cc: 'phernandez@ncdot.gov'; Mebane, Charles S Subject: Bonner Bridge Barge Grounding I know you all are aware of the two barges that broke from the mooring point,during the storm.The barges drifted about 25 miles south, through the Pamlico Sound and ended up along the shore of Avon. I have attached two maps, giving the locations of the two barges. Because of the elevated storm tides,the barges were able to drift up onto the shoreline/marsh and settle just upwards of a normal mean high water mark along the bank.Therefore,once the storm tide began to recede the barges are now, mostly resting on the marsh substrate.The northern barge has a portion of the barge still over the water and beyond the marsh shoreline.The southern barge was able to drift further up above the normal mean high water mark, and thus is entirely resting on the marsh. I have attached location maps and photo's of the two barges. PCL is currently developing a plan to remove the barges.This plan development is underway, and we will continue to update you as soon as they have it completed and prior to any implementation. It looks like they are going to be utilizing the services of a company that specializes in marine salvage.They have talked about an airbag system, with an offshore winch on a shallow draft barge to provide the towing force, but that plan is in the development stage. We don't have any details on the plan at this moment, but we will keep you updated.The contractor has been made aware that agency coordination is required, because of the resources in the area and they know communication of their plan is needed prior to implementation. The equipment that is on the barges has all been inventoried and accounted for, so no loss of any equipment, etc. occurred during the storm. 1 V Well keep you posted as the plan develops. Thanks Clay NCDOT—Division One Environmental Supervisor Office—252-482-1876 Cell—252-312-3692 tcwillis@ncdot.gov Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 2 . I /Mb; I 4i:1 I or. 111 W, st! 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". • • Sr,..ISI2ISI%I\I%I NIXINIZIN....... ... .lit V- Brittingham, Cathy From: Jennings, Frank Sent: Monday, October 10, 2016 10:02 AM To: Daisey, Greg Cc: Huggett, Doug; Brittingham, Cathy Subject: FW: Situation Reports Greg, Darren Burris, Cape Dredging has been contacted by the Bonner Bridge contractor to recover the two barges that broke loose from the job site. Clay Willis has contacted Darren as well. Darren's cell is 252 475 0063. Both barges are in a marsh area and at this time there is no plan in place for removal. On another issue, it has been reported that Waterlilly Road collapsed. Check Currituck facebook. Frank A. Jennings, III District Manager Division of Coastal Management NC Department of Environmental Quality 252-264-3901, ext. 235 252-264-3723 (fax) frank.jennings@ncdenr.gov 1367 US Hwy 17 South Elizabeth City, NC 27909 > 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. From:Jennings, Frank Sent: Monday, October 10, 2016 8:41 AM To: Howell,Jonathan <jonathan.howell@ncdenr.gov>; Styron, Heather M. <heather.m.styron@ncdenr.gov>; Huggett, Doug<doug.huggett@ncdenr.gov>; Davis, Braxton C<Braxton.Davis@NCDENR.Gov>; Lopazanski, Mike <mike.lopazanski@ncdenr.gov> Cc: Miller,Tancred <tancred.miller@ncdenr.gov>; Wilson, Debra <debra.wilson@ncdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Hawco, Stephanie G <stephanie.hawco@ncdenr.gov>; Young, Sarah <sarah.young@ncdenr.gov> Subject: RE: Situation Reports Hatteras Village, Frisco and Buxton have flood damage as well as wind damage. Damage was reported to piers, docks and bulkheads in Hatteras Harbor. It was reported this morning that NC 12 has 6-12" of standing water in Hatteras Village. The barge in Avon is located in the back yard of 39034 Windy Lane. The other barge is near Canadian Hole and is in shallow water. A contractor has been engaged to remove them. Areas of Dare County are still without power and there was damage from flooding and wind on both sides of the islands. Kitty Hawk has not started pumping storm water at this time. The area between Lindberg and Va Dare Trail is flooded the entire length of Lindberg. 1 Frank A.Jennings, Ill District Manager Division of Coastal Management NC Department of Environmental Quality 252-264-3901, ext. 235 252-264-3723 (fax) frank.jennings@ncdenr.gov 1367 US Hwy 17 South Elizabeth City, NC 27909 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. From: Howell,Jonathan Sent: Monday, October 10, 2016 8:29 AM To:Jennings, Frank<frank.iennings@ncdenr.gov>; Styron, Heather M. <heather.m.stvron@ncdenr.gov>; Huggett, Doug <doug.huggett@ncdenr.gov>; Davis, Braxton C<Braxton.Davis@NCDENR.Gov>; Lopazanski, Mike <mike.lopazanski@ncdenr.gov> Cc: Miller,Tancred <tancred.miller@ncdenr.gov>; Wilson, Debra<debra.wilson@ncdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Hawco, Stephanie G<stephanie.hawco@ncdenr.gov>; Young, Sarah <sarah.young@ncdenr.gov> Subject: Re: Situation Reports The Washington Regional office is without power. Beaufort County is saying somewhere between Tuesday and Thursday, power will be restored. The majority of the county is without power as well. Beaufort County local Govt is closed due to power outages. Hyde Ckunty local govt. is closed also due to power outages. From:Jennings, Frank Sent:Sunday, October 9, 2016 7:06:33 PM To: Howell,Jonathan; Styron, Heather M.; Huggett, Doug; Davis, Braxton C; Lopazanski, Mike Cc: Miller,Tancred; Wilson, Debra; Brittingham, Cathy; Hawco, Stephanie G; Young, Sarah Subject: Re: Situation Reports Two barges from the Bonner Bridge construction site broke loose and one grounded in Avon and the other is off Buxton. Removal will likely involve dredging. From:Jennings, Frank Sent:Sunday, October 9, 2016 6:49:41 PM To: Howell,Jonathan; Styron, Heather M.; Huggett, Doug; Davis, Braxton C; Lopazanski, Mike Cc: Miller,Tancred; Wilson, Debra; Brittingham, Cathy; Hawco, Stephanie G; Young,Sarah Subject: Re: Situation Reports 2 =----_- d a 14 13 ,! - Hammer Barge Vibro barge7 �ti r' N (deg) E (deg) N (deg) E (deg) + ' 1 35.3494 075.5251 START ROUTE 35.3494 075.5251 START ROUTE 4 2 • 0,` PLANNED ROUTE 2 002 35.3571 075.5180 35.3249 075.5199 10 , FOR KS 4503 - 1 35.3628 075.5119 35.3102 075.5163 KS 4512 BARGE --' 1N , .J+ 35.3644 075.5071 35.3147 075.5530 13 (Zi 11 „ 035.3654 075.5063 35.3095 075.5756 ` %• 4 �ot�1 Abli - . ._ , '.k:. 35.3675 075.5054 35.3194 075.6024 ♦; 3 \ ,' 2 • 7. • 35.3676 075.5033 KS 4503 BARGE 35.3178 075.6240 % 7)1-.4 -. 35.3703 075.5112 35.3372 075.6399 END ROUTE / \\ \ 35.3578 075.5364 / 3 0O 7 1 ` 35.3400 075.5520 ,�'� \ �'f' ��•ANON, NC 35.3206 075.5682 �r Q4s C?� nnal 1 .�35.3172 075.58091 ///,41: °$ t 64 �:�`'' ti0:. j "$" z' 35.3194 075.6024 6 'l, ham' Cc " - 0 35.3178 075.6240 1 1 �� 1 .)7 C`) C 2$1 o' ' + R�'�i•tf 1. 35.3372 075.6399 END ROUTE '''' / . . 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