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HomeMy WebLinkAbout20150955 Ver 2_B-4929 Minor Modification Request_20181114Carpenter,Kristi From: Herndon, T. Mason Sent: Wednesday, November 14, 2018 11:35 AM To: Lane, Stephen Cc: Brittingham, Cathy; Shaver, Brad ; Steenhuis, Joanne; Rivenbark, Chris Subject: B-4929 Minor Modification Request Attachments: B-4929 CAMA Minor Modification Request_November 14, 2018.pdf Stephen, per our phone conversation earlier today, attached is a CAMA Minor Modification request for CAMA Major Development Permit No. 60-16, which authorizes the replacement of Bridge No. 16 over the AIWW on NC 210/NC50 in Pender County; TIP No. B-4929. This request addresses the contractors request to construct a work trestle to assist in the demolition the of existing swing span bridge and design revisions to Roland Ave. and the proposed cul-da-sac on the Island side of the existing bridge, which was requested by the Town of Surf City. Per conversations with the Corps and DWR, a modification of the 404 and 401 will not be required for the items listed above.. The Resident Engineers office and contractor will continue to coordinate with the local USCG regarding any required updates to the maritime notice. If you have any questions or require any additional information to process this request, please do not hesitate to contact me. Thanks! Mason Herndon Environmental Program Supervisor Division 3 NCDOT- Division of Highways 910-341-2036 office 910-604-0050 mobile tmherndon@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429 � ��� � �� x� � � .. � ;.. �' ���. � � � �� �°;�.: � �°�' �: r� � . � �.�: ��� a.€ � �£': �y� � ,t � � �.. £ a������ �������,��s���������� �� ����� ������ ��`��,� ��������,�,� �,� ,��.������ �� ��`�� �'J����`� �°��������� ��.����� �������:�,� ��W�r ����� ���.� �� ���,����,���� �� �������� �:s�����,�. I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, _ ',� SY�TF " . da �a�o`�` ; � � ' V�'`i , .� ��.: c�; � � .����: ��a.,.� • STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR November 14, 2018 Mr. Stephen Lane N.C. Dept. Of Environmental Quality Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Subj ect Reference Dear Sir: JAMES H. TROGDON, III SECRETARY Minor Modification Request for CAMA Major Development Permit for the replacement of Bridge No.16 over the Intracoastal Waterway on NC 210/50 in Pender County, North Carolina; TIP No. B-4929; Federal Aid Project No. BRSTP-50(10) Debit $100 from WBS No. 40233.1.1 CAMA Major Development Permit No. 60-16 issued May 27, 2016 CAMA Major Development Permit No. 60-16 Minor Modification issued December 19, 2016 CAMA Major Development Permit No. 60-16 Letter of Refinement issued March 20, 2017 The NCDOT is requesting a Minor Modification to CAMA Major Development Permit #60-16. The contractor has proposed to construct a work trestle on the mainland end of the existing swing span bridge to assist in its demolition. The existing bridge structure will not support the 275-ton crane that is required to dismantle the concrete center pivot of the swing bridge. The proposed work trestle will be a 2-span structure that is 110 ft. x 30 ft. and will require the installation of nine pipe piles. Two additional pipe piles will need to be installed on the North side of the trestle for vessel mooring. The work trestle will be constructed within the footprint of the existing structure. The Town of Surf City has also requested that the Department make a few design revisions to Roland Ave. on the island side of the existing bridge. The design changes include, moving the proposed cul-da-sac approximately 125 ft. to the north of the current proposed location, provide additional parking along Roland Ave. and add a 5 ft. sidewalk to the east side of the roadway. All working will be within the existing right of way or easements and there will be no impacts to jurisdictional resources associated with these changes. NCDOT will continue to follow all other conditions of the CAMA permit and subsequent modifications as authorized. If you have any questions or need additional information, please contact me at tmherndon(a�ncdot.gov or (910) 341- 2036. Sincerely, Digitally signed by Mason Herndon / DN: cn=Mason Herndon, o=NCDOT, �. �y",�(O ou=Division 3, email=tmherndon@ncdot.gov, r—US Date: 2018.11.1411:12:30 -OS'00' Mason Herndon Division 3 Environmental Program Supervisor MailingAddress: Telephone: (910341-2000 NC DEPARTMENT OF TRANSPORTATION Fax: (910) 675-0143 DNISION OF HIGHWAYS Customer Service: 1-877-368-4968 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Website: www.ncdot.gov Location: 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 cc: Cathy Brittingham, NCDCM Raleigh Office Brad Shaver, US Army Corps of Engineers Joanne Steenhuis, NCDWR Wilmington Offce Chris Rivenbark, NCDOT, ECAP Balfvur B�aity Infrastructure Inc. 13�` November 2018 North Carolina Department of Transportation Mr. Trevor K Carroll 295 B Wilmington Highway Jacksonville, NC 28540 Tel. (910) 347-5258 Contract C203789 WBS 40233.3.1 Fed Aid No. State Funded Tip No. R-4929 County Pender Location: Bridge #16 Over Intracoastal Waterway on NC-50/210 Subject: 5-2035-115 Bridge Demo Plan Mr. Carroll, ' � 'I,�i'�� Southeast Region 430 Eastwood Road Post Office Box 12267 Wilmington, NC 28405 Tel: (910) 452-1145 Fax: (910) 452-2481 Sent via Electronic Mail Please see the follow demo plan for the existing swing span bridge, the plan will be broken down by side but operations will run concurrently. Balfour Beatty will us NCDOT BMP's for all aspects of the demo operations. Mainland Side - Disconnect all utilities servicing any of the mainland side bridge facilities. - Removal all overhead signals and traffic limiting devices as you approach the bridge end bent. - Open bridge and install one span of trestle from the end bent towards the swing span center pivot. (see attached drawings) - Assemble sectional barge approaumately 40' x 90' in water adjacent to trestle. - Load 70 ton crane and misc. materials on barge. - Remove matts and trestle beams to allow bridge to close. - Once closed the barge mounted crane will load beams on existing fender system to shore up swing span for demolition. - Reopen bridge, shore swing span to fender system, and install second trestle span. 275 ton crane will be moved out onto trestle. - The 70 ton crane on the barge will handle demo material on the South side under the powerlines and the 275 ton crane on the trestle will handle demo materials on the North side of the bridge structure. AN EQUAL OPPORTUNITY EMPLOYER Page 1 of 1 - Demoed materials will be consolidated on the mainland approach for processing and transport. - Once the steel structure is removed the removal of the concrete center pivot will begin. All materials will be consolidated on the mainland approach for processing and transport. - Once the concrete center pivot is removed the concrete support pile will be removed. - Following the removal of all concrete bridge materials the 275 ton crane will begin fender system removal within its reach and the crane on the barge will remove all other fender materials. - Once the demo operations are completed the 70 ton crane will be removed from the barge and the barge and trestle spans will be removed. Island Side - Disconnect all utilities servicing any of the island side bridge facilities. - Removal all overhead signals and traffic limiting devices as you approach the bridge end bent. - Cut the bridge tender house foundation piling and move as one complete unit to the recently closed portion of Roland Ave for asbestos abatement operations. - Start existing deck removal with 110 ton crane, all demoed materials will be consolidated on the closed portion of the roadway for processing and transport. - Remove all caps and piles moving from the channel towards the island end bent. - Once the crane on the barge completes removal of the steel structure on the mainland, it will move to the island to begin fender system removal. If you have any questions feel free to contact me. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,, o�lH CAROj�ti'. �, pQl�:'CARp� �� . 2,:oEESS 1p�;.:9 �. .,2.:'�FE55 /p^;..-9 �. �a �: . � �: ' SEAL '� SEAL �• 030952 i :, 036188 j : :. � 3 c : F,�..F Q;� o . : '��d,�,•.F� INE�:: �2�J �• F P:' Q �'� �i-''•:VG I NEE+' F.: ''� /F n'D"m EP�,,,, ,,,,/`(� uiiu ER�O�,, DOCUMENT NOT CONSIDERED FINAL UNLE$$ ALL SIGNATURE$ COMPLETED 1�� ` CONC i ` ;y � O i d I � 101 � —�--� -x_ � y� +7065 � EST 3�TON5 CL B RIP RAP �� II � � 185.00'L7 _ --------- ---, -- �oN'- , i PEST lQ i5Y GEOTEXTILE '•, � ` � DO NOT DISTURB EXISTING WOOD ' I �Di � F I U �� pIER DURIN6I CONSTRUGTION. � I � K -Yl � fiB5.66 � � �� I � � oso� p /85. ,0� LT. . � � o —� ,, 46 ri- +e000 �' ; �� i F _ a � -- � _�, 1���� 6o.00rv. , � __ � � * / � i � / /�r � � I i^ i r I _ � � i�\ � PARK/NG IN CUL DE SAC ON PSN 8 t'- ;' �� PAVEMENT REMOVAL �