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HomeMy WebLinkAbout120-13 NC State Ports AuthorityPermit Class Permit Number lt... NEW 120-13 '= STATE OF NORTH CAROL INA Department of Environment and Natural Resources and Coastal Resources Commission Brit i'- for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 Excavation and/or filling pursuant to NCGS 113-229 Issued to North Carolina State Ports Authoritv, PO Box 9002 Wihnin0on. NC 28402 -Authorizing development in Carteret County at adi. to the Newport River. adiacent NCSPA Radio Island property and along Marsh Island as requested in the permittee's application dated 8/15/13 including the attached workWan drawings (14), 4 dated received in MHC on 8/29/13 and 10 dated 7/2013 This permit, issued on November 18, 2013 is subject to compliance with the application (where consistent 'with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Barge Fleeting Areas 1) Unless specifically altered herein, this permit authorizes the construction of the northern barge fleeting area located adjacent Marsh Island and the reconfiguration of the southern barge fleeting area located adjacent Radio Island with associated monopiles and the relocation of an existing day maker, all as expressly and specifically set forth in the attached permit application and workplan drawings. No other structure, whether floating or stationary, shall become a permanent part of this barge fleeting area without permit modification. No non -water dependent uses of structures shall be conducted on, in or over public trust waters without permit modification. 2) This permit authorizes the reduction of barge moorings from 45 to a maximum of 9 in the location of the southern fleeting area and addition of four larger barge moorings or six small barge moorings located in the new northern fleeting area. (See attached sheets for Additional Conditions) ".This permit action may be appealed by the permittee or _other qualified persons within twenty (20) days of the issuing t date. An appeal requires resolution prior to work initiation or :.,continuance as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered ' hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2016 In issuing this permit, the State of North Carolina agrees that your.project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee ' North Carolina State Ports Authority Permit # 110-13 : Page 2 of 3 ADDITIONAL, CONDITIONS 3) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters adjacent to the authorized work 4) The permittee shall maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 5) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee will not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 6) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. General 7) , The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required, upon due notice from the Corps of Engineers, to remove, relocate or .alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration. 8) Approval of the structure was based on determinations that there would be no obstruction to navigation. Under conditions existing in the Atlantic Intracoastal Waterway (AIWW), a possibility exists that the structure may be damaged by wave wash from passing vessels. Unreasonable slowing down of vessel traffic cannot be required because it would tend to nullify the navigational benefits on which the AIWW was justified. Issuance of this permit should not be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave wash normally to be expected in the AIWW. 9) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. 10) The permittee and/or his contractor shall meet with a representative of the Division prior to project initiation. 1 North Carolina State Ports Authority _ 0 ADDITIONAL CONDITIONS NOTE: Permit # 120-13 Page 3 of 3 This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. The permittee shall exercise all available precautions in the day-to-day operation of the barge fleeting area to prevent materials stored within the barges from entering the adjacent waters. Future development of the permittee's property including any new storage or processing facilities may require a modification of this permit. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. The permittee is further advised that many non -water dependent activities are not authorized within 30 feet of the normal high water level. The U.S. Army Corps of Engineers authorized the proposed project under General Permit No. SAW- SAW-2013-01747. ON MP-1 APPLICATION for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant Landowner Information Business Name Project Name (if applicable) RBCEPJED North Carolina State Ports Authority Barge Fleeting Area Applicant 1: First Name MI Last Name J AUG Q 2��y Jeffrey E Miles Applicant 2: First Name MI Last Name DCM-MAD CITY If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 9002 Wilmington NC ZIP Country Phone No. FAX No. 28402 us 910- - 343 - 6430 ext. 910--343--6237 Street Address (6 different from above) City State ZIP 2202 Burnett Blvd Wilmington NC 28401- Email jeff.miles@ncports.com 2. Agent/Contractor Infonnatfon Business Name North Carolina State Ports Authority Agent/ Contractor 1: First Name MI Last Name Todd C Walton Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 9002 Wilmington NC ZIP Phone No. 1 Phone No. 2 28402 910 - 251 - 5678 ext. ext. FAX No. Contractor # 910 251 5686 Street Address (if different from above) City State ZIP 2128 Burnett Blvd Wilmington NC 28401 - Email todd.walton@ncports.com <Form continues on back> 252-808.2808 :: 1-888.4RCOAST :: www.necoastaimanagement.net Form DOM MP-1 (Page 2 of 4) RECEIVED APPLICATION for Major Development Permit AUG 8 2 2013 3. Project Location County (can be multiple) Street Address State Rd. # Carteret NA NA Subdivision Name City State Zip NA Morehead City NC 28557 - Phone No. Lot No. is) (if many, attach additional page with list) ext. NA, I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak Newport River/Bogue Sound c. Is the water body identified in (b) above, natural or manmade? d. Name the dosed major water body to the proposed project site. ®Natural ❑Manmade ❑Unknown Bogue Sound e. Is proposed work within city limits or planning jurisdiction? I. If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within. Morehead City/Newport River 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) NA Southern area 88,660 Northern area 57,200 both below NHW c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NA, I I NWL (normal water level) (If many lot sizes, please attach additional page with a list) NA ❑NHW or ❑NWL e. Vegetation on tract NA f. Man-made features and uses now on tract There are currently no structures in the Northern area. The Southern area is currently permitted as a barge fleeting area g. Identify and describe the existing land uses adjacent to the proposed project site. Northern location -The site is adjacent to Marsh Island, a dredge disposal site to the west. The Port of Morehead City is located to the South. Southern location - The site is adjacent to Radio Island which is owned by the NCSPA and has a liquid bulk facility located on it. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? NA (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? <Form continues on next page> 252-808.2808 .. 1.888.4RCOAST .. www.nccoastaimanagement.net .Form DCM MP-1 (Page 3 of4) RECEIVED APPLICATION for Major Development Permit AUG 22 2013 m. (i) Are there wetlands on the site? ❑Yes SNo n Are there coastal wetlands on the site? DCM-MHACITY (") ❑Yes SNo (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes [--]No (Attach documentation, if available) in. Describe existing wastewater treatment facilities. NA o. Describe existing drinking water supply source. NA p. Describe existing stone water management or treatment systems. NA 5. Activides and Impacts a. Will the project be for commercial, public, or private use? ®Commercial ❑PubliclGovernment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The area will be used to moor barges while waiting for transport. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The installation of the pilings will be performed by a barge mounted crane. The piling will be driven using blows. No jetting or dredging is associated with this project. d. List all development activities you propose. Installation of 12 Mooring piles, 6 in each fleeting area. Existing Mooring buoys will be removed. An existing day marker (#24) will be relocated per LISGC direction. The relocation of the day marker will not be performed until instructeions from the USCG are obtained. The letter will be provided to NC DCM as soon as it is received. e. Are the proposed activities maintenance of an existing project, new work, or both? both; maintenance on the southern area and new work on Northern area and Southern area I. What is the approximate total disturbed land area resulting from the proposed project? 95.4 per mooring area / 190.8 total SSq.Ft or []Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes SNo ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. NA i. Will wastewater or stonnwater be discharged into a wetland? ❑Yes SNo ❑NA If yes, will this discharged water be of the same salinity as the receiving water? []Yes SNo ❑NA j. Is there any mitigation proposed? []Yes SNo ❑NA If yes, attach a mitigation proposal. <Form continues on back> 252.808-2808 .. -666-4 k CC; Ao, .. v. ncco as t a l m an age men t.net Form DCM MP-1 (Page 4 of 4) -1 RECEIVED APPLICATION for Major Development Permit AUG 2 2 2013 6. Additional Information In addition to this completed application form, (MP-1) the following items below, � ap}'JliCiQv'n k be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application instruction booklet on how to property prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name Phone No. Address jJ/Eq,tE „SEE Lis�.9�rAt+i�y 73 E.vO ol= Name APP�C�iiork — TW Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, penmidee, and issuing dates. NCSPA CAMA Permit 112-26 issued 9/4/1996 USACE GP penmit#198000291 issued 2/11/1991 h. Signed consultant or agent authorization forth, if applicable. I. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. I understand that any permit issued in response to this application will allow only thi The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date /.i.Qd6 101 t Print Name _Jeffrey E Signature Please indicate application attachments pertaining to yo r posed project. ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ®DCM MP-4 Structures Information 252.808.2808 :: 1.888.4RCOAST :: www. nccoastal management. net Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ®Commercial ❑Public(Govemment ❑Private/Community ®This section not applicable b. (i) Will the facility be open to the general public? []Yes ®No c. (i) Dock(s) and/or piers) d. (i) Are Finger Piers included? ❑Yes ®No (ii) Number NA If yes: (iii) Length NA (ii) Number (iv) Width NA (iii) Length (v) Floating ❑Yes ®No IN) Width (v) Floating ❑Yes []No e. (i) Are Platforms included? ❑Yes ®No f. (i) Are Boatlifts included? ❑Yes ®No If yes: If yes: (ii) Number (ii) Number (iii) Length (iii) Length (iv) Width (iv) Width (v) Floating ❑Yes ❑No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed h. 6 barges north of bridge (ii) Number of slips existing 45 existing slips in the south area - this will be reduced to 9 barges south of the bridge i. Check the proposed type of siting: ❑ Land cut and access channel ❑Open water; dredging for basin and/or channel ®Open water; no dredging required ❑Other; please describe: Check all the types of services to be provided. ❑ Full service, including travel lift and/or rail, repair or maintenance service ❑ Dockage, fuel, and marine supplies ❑ Dockage ( wet slips') only, number of slips: ❑ Dry storage; number of boats: ❑ Boat ramp(s); number of boat ramps: ® Other, please describe: Only barqes will be moored in the area: no loading or unloading will take place in the barge mooring area ). Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). Barges AUG 2 2 2013 DCM-MHD CITY 252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 Form DCM' MP-4 (Structures, Page 2 of 5) k. Typical boat length: 260'x 52.5' I. (1) Will the facility be open to the general public? ❑Yes ®No m. (i) Will the facility have tie pilings? ®Yes ONO (ii) If yes number of tie pilings? 12 total - 6 south of the bridge 6 north of the bridge 2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: _; Location: ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge' signs proposed. (ii) Give the location and number of "Pumpout Available" signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. Give the number of channel markers and "No Wake" signs proposed. i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live -aboard dockage? k. Describe design measures that promote boat basin flushing? RECEIVED TCa a2DCITY 252-808-2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 Forth DCM MP-4 (Structures, Page 3 of 5) I. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marinaldocking facility proposed within a primary or secondary nursery area? ❑Yes NNo n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area? []Yes NNo o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None P. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes NNo If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) ®This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑PublictGovemment ❑Pdvate/Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from ddpime dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable a. (i) Number (ii) Length (iii) Width 5. BREAKWATER (e.g., wood, sheetpile, etc.) NThis section not applicable a. Length C. Maximum distance beyond NHW, NWL or wetlands b. Average distance from NHW, NWL, or wetlands 6. MOORING PILINGS and BUOYS ❑This section not applicable a. Is the structure(s): b. Number 12 Pilings NCommercial ❑PublictGovernment ❑Private/Community RECEIVED AUG 2 2 2013 DCM-MRD CITY 252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement. net revised: 12/27/06 Form DCM MP-4 (Structures, Page 4 of 5) c. Distance to be placed beyond shoreline Southern +/- 238'7 Northern 360'+/- Note: This should be measured from marsh edge, if present. e. Arc of the swing Barnes will be lashed at both ends therefore there will not be an arc of the swing 7. GENERAL a. Proximity of structure(s) to adjacent riparian property lines The southern area is 75' from the adjacent riparian property line Note: For buoy or mooring piling, use arc of swing including length ofvessel. C. Width of water body Southern area 1500+/- ft: Northern Area +/-3100R e. (i) Will navigational aids be required as a result of the project? ®Yes ❑No ❑NA (ii) If yes, explain what type and how they will be implemented. Blinking lights will be fixed on top of the outer pilings d. Description of buoy (color, inscription, size, anchor, etc.) Piles will be black, 54" in diameter, with the end piles having navigation aids (lights) attached. The top of the piles will be 22.04' above MHW. Marker lights will be attached to the perimeter barges. b. Proximity of structure(s) to adjacent docking facilities. Southern Area-148'+/- to docking pilots dock d. Water depth at waterward end of structure at NLW or NWL Northern area +/-15' Southern area +/-19' RECEIVED AUG 2 2 2013 DCM-MHD CITY 252-808-2808::1-888.4RCOAST::w .nccoastalmanaaement.net revised: 12/27/06 Forr» OCM* MP-4 (Structures, Page 5 of 5) & OTHER ❑This section not applicable a. Give complete description: Twelve (12) black steel piles will be driven into the river bottom byway of blows for the purpose of establishing 2 barge mooring areas. One west of Radio Island (southern) with six (6) piles and one east of Marsh island (northern) using 6 piles. There will be no dredging or jetting associated with this project. The southern mooring area was permitted in 1996 but with the use of buoys for mooring and was permitted for the mooring of 45 barges. This new project will remove the exisitng bouys and replace them with piles. The southern area will have the capability to moor 9 barges. The northern area will be an additional mooring area, with the capability to moor 6 barges. Navigation aid lights will be fixed upon the piles on each end of mooring areas. Marker lights will also be attached to the moored barges. 15 August 2013 Date NCSPA Barge Fleeting Area Project Name Jeffrey E. 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Z'6 6-9 'La'g'M ZIt S"OL VOL ZOl 68 SL yl-Syoes tSlzs X oaZ nib ,'4 7S 89 10,2 1 7.3 BA 9 1 69 92 {r 74 91 P 8<2 ti.3 7.3 11,3 7.6 108 105 11 2 107 108 t0 11.9 In/cot 0.6 tt q 1 3 11 5 Y 1 1 Lj$ 11.7 12.4 124 i 12.3 13.9 3.1 13.0 14.2 132. ,Ti6 14..8 152 1 171 15..8 " 17.0 7.2 10.2 [ e ". -1 " 151 165 GA 8,6 10.7 1 - - ..�;� � 1.k 16.1 16-9 S 16 -- 8.7---- 11 :1- - 13J - "16;0-16:7 ' -17:6- - - -17 5 - 7,5 9.8 11 4 14,5 16.6 18.3 18,6 317.;" 10.6 11.2REDIBOUY14.9 17.8 203 19.8 18.4 11.6 13.9 15.1 16.3 19.7 21.9 21,8 21 2 %A"lr Layjar Aw omw- ltjry mQl)a.J Is S -5,A,, PS -Sofa. �Ve,, , Permit Class Permit Number NEW 120-13 STATE OF NORTH CAROLINA Department of Environment and Natural Resources CEm and Coastal Resources Commission CO �} '0Y DEC 0 2 2013 erMR for DCMmEIDC1ry X Major Development in an Area of Environmental Concern pursuant to NCGS I I3A-118 Excavation and/or filling pursuant to NCGS 113-229 Issued to North Carolina State Ports Authority, PO Box 9002 Wilmington, NC 28402 Authorizing development in Carteret County at adi. to the Newport River, adiacent NCSPA Radio Island pmpgny and alone Marsh Island. as requested in the permittee's application dated 8/15/13, including the attached workplan drawings G4), 4 dated received in MHC on 8/29/13 and 10 dated 7/2013 This permit, issued on November 18.2013 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Baree Fleetine Areas 1) Unless specifically altered herein, this permit authorizes the construction of the northern barge fleeting area located adjacent Marsh Island and the reconfiguration of the southern barge fleeting area located adjacent Radio Island with associated monopiles and the relocation of an existing day maker, all as expressly and specifically set forth in the attached permit application and workplan drawings. No other structure, whether floating or stationary, shall become a permanent part of this barge fleeting area without permit modification. No non -water dependent uses of structures shall be conducted on, in or over public trust waters without permit modification. 2) This permit authorizes the reduction of barge moorings from 45 to a maximum of 9 in the location of the southern fleeting area and addition of four larger barge moorings or six small barge moorings located in the new northern fleeting area. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2016 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. R yet. V. k ep` Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee North Carolina State Ports Authority Permit # 120-13 Page 2 of 3 ADDITIONAL CONDITIONS 3)� e pt shall be made by the permittee to prevent the full and free use by the public of all navigable 8vater jacent to the authorized work 4) The permittee shall maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 5) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee will not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 6) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. General 7) The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required, upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby, without expense claim shall be made against the United State removal or alteration. s 8) Approval of the structure was based on determinations that there would be no obstruction to navigation. Under conditions existing in the Atlantic Intracoastal Waterway (AIWW), a possibility exists that the structure may be damaged by wave wash from passing vessels. Unreasonable slowing down of vessel traffic cannot be required because it would tend to nullify the navigational benefits on which the AIWW was justified. Issuance of this permit should not be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave wash normally to be expected in the AIWW. 9) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. 10) The permittee and/or his contractor shall meet with a representative of the Division prior to project initiation. DEC 0 2 ZZ13 North Carolina State Ports Authority Permit # 120-13 Page 3 of 3 ADDITIONAL CONDITIONS NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: The permittee shall exercise all available precautions in the day-to-day operation of the barge fleeting area to prevent materials stored within the barges from entering the adjacent waters. NOTE: Future development of the permittee's property including any new storage or processing facilities may require a modification of this permit. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. The permittee is further advised that many non -water dependent activities are not authorized within 30 feet of the normal high water level. NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No. SAW- SAW-2013-01747. V RECEIVED s DEC 0 2 2013 DCM•MmarY t Application Processing Notes Applicant: Type: (check all that apply) New_ Major Mod Minor Mod_ Renewal Willa-G6 Permit Coordinator: Field Representative: Date Time Message Transfer RC4 PJ) qUSJIWAdD (-� kr"J Y-ei.44 6ty4a& DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 REPLY TO ATTENTION OF'. November 25, 2013 Regulatory Division Action ID No. SAW-2013-01747 and State Permit No. 120-13 Jeffrey E. Miles North Carolina State Ports Authority Nov 2 6 2013 Post Office Box 9002 Wilmington, North Carolina 28402 Cj?-V Dear Mr. Miles: Reference your application for Department of the Army authorizing the construction of the northern barge fleeting area located adjacent Mash Island and the reconfiguration of the southern barge fleeting area located adjacent Radio Island with associated monopiles, and the relocation of an existing day marker, adjacent to the Newport River, in Morehead City, Carteret County, North Carolina Your proposal has been reviewed and found to be consistent with the provisions and objectives of the CAMA-Corps Programmatic Permit process (copy enclosed) for construction activities that receive authorization from the State of North Carolina. Therefore, you may commence construction activity in strict accordance with applicable State authorization and the approved plan. Failure to comply with the State authorization or conditions of the Federal permit could result in civil and/or administrative penalties. If any change in your work is required because of unforeseen or altered conditions or for any other reason, plans revised to show the change must be sent promptly to this office and the North Carolina Division of Coastal Management prior to performing any such change or alteration. Such action is necessary as revised plans must be reviewed and the authorization modified. Your Department of the Army permit will expire December 31, 2016. Questions or comments may be addressed to Mr. Dave Timpy, Wilmington Field Office, Regulatory Branch, telephone (910) 251-4634. Sii}Gerel� Dave Timpy, Project Manager Wilmington Regulatory Field Office Enclosure -2- Copy Furnished (with enclosure): Mr. Todd C. Walton North Carolina Ports Authority PO Box 9002 Wilmington, North Carolina 28402 Copies Furnished (without enclosure): Ms. Karen Higgins North Carolina Department of Environment and Natural Resources Webscape Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Mr. Jeffrey Garnett US Environmental Protection Agency REGION 4 61 Forsyth Street, S.W. Mail Code: 9T25 Atlanta, Georgia 30303-8960 Mr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557 RECEIVED s NOV 262013 DCV-VHD CITY Mr. Pete Benjamin U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Fritz Rohde National Marine Fisheries Service Pivers Island Beaufort, North Carolina 28516 Mr. Pace Wilber National Marine Fisheries Service Habitat Conservation Division 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Ms. Joanne Steenhuis Division of Water Quality North Carolina Department of Environment and Natural Resources 127 Cardinal Drive Ext Wilmington, North Carolina 28405 - DCNi Coordinator: Permit #: MAILING DISTRIBUTION SHEET Agents:, DCM Field Offices Elizabeth City J Morehead City Washington (with revised work plan drawings) US ACOE Offices: Washington: Raleigh Bland Tracey Wheeler William Westcott (NC DOT) Bill Biddlecome (NC DOT) Wilmington: Dave Timpy Cultural Resources: Renee Gledhill -Early or (environmental.review@ncdcr.gov) Public Water Supply: Debra Benoy (WIRO) Joey White (WARO) Marine Fisheries: Jessi Baker Kevin Hart NC DOT: Ken Pace Shellfish Sanitation: Patti Fowler State Property: -Tim Walton Water Quality: Karen Higgins (Raleigh) John Hennessy (NC DOT) Washington: Amy Adams Wilmington: Joanne Steenhuis — 401 Chad Coburn - 401 Linda Lewis - Stormwater Wildlife Resources: LPO: Maria Dunn (WARD) Fax Distribution: Permitee #: Agent #: MCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor N.C. State Ports Authority P.O. Box 9002 Wilmington, N.C. 28402 Dear Sir or Madam: Braxton C. Davis Director November 18, 2013 John E. Skvarla, III Secretary The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal described below. If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-2698 within twenty (20) days of this decision on your permit. You should'also be aware that if another qualified parry submits a valid objection to the issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal Resources Commission makes the final decision on any appeal. The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried out in accordance with your application. Modifications, time extensions, and future maintenance requires additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit requirements. From time to time, Department personnel will visit the project site. To facilitate this review, we request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal resources. Sincerely, y ,o / S' rs"" a BY Douglas V. Huggett Major Permits and Consistency Manager Enclosure 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer &j'�L'hv CCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory _Braxton C. Davis John E. Skvarla, III Governor Director Secretary November 18, 2013 E. Lynn Hudson Tide Lines LLC 1450E. Arlington Blvd. Greenville, NC 27858 Dear Sir: Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in - Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. The Division appreciates your concerns about the proposed project. The Coastal Area Management Act permit review process involves a coordinated state and federal review of each permit application, with all review agency comments considered by the Division before final action is taken on a permit application. In this case, no inconsistencies with the Coastal Area Management Act were identified as a result of this review. Consequently, the Division -has issued a Major Permit; No. 120-13 for the proposed activity. A copy of the permit is being provided to you for your information. If you wish to object to the actions taken on this permit application, you may request an appeal of this decision within twenty (20) days of the permit decision. If you would like copies of the appropriate appeal forms or should you like to discuss the specifics of the process, please contact me by telephone at (252) 808-2808, or by email at daniel.govoni@ncdenr.gov. I Sincerely, Daniel M, Govoni Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-2808 \ FAX: 252-247.3330 Inlemet www.nccoastaimanaaement.net An Equal Opportudty\AfirrnaEv Action Employer OEM North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvarla, III Governor Director Secretary November 18, 2013 Mr. Mason Williams Williams 42, LLC 8300 Heath Park Suite 217 Raleigh, NC 27615 Dear Mr. Williams: Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in Carteret County. In the application, North Carolina. State Ports Authority is requesting to construct two barge fleeting areas. The Division appreciates your concerns about the proposed project. The Coastal Area Management Act permit review process involves a coordinated state and federal review of each permit application, with all review agency comments considered by the Division before final action is taken on a permit application. In this case, no inconsistencies with the Coastal Area Management Act were identified as a result of this review. Consequently, the Division has issued a Major Permit, No. 120-13 for the proposed activity. A copy of the permit is being provided to you for your information. If you wish to object to the actions taken on this permit application, you may request an appeal of this decision within twenty (20) days of the permit decision. If you would like copies of the appropriate appeal forms or should you like to discuss the specifics of the process, please contact me by telephone at (252) 808-2808, or by email at daniel.govoni@ncdenr.gov. Sincerely, Daniel M..Govom Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.nccoastalmanaaement net An:Equai Opportunity 1 Arirmatve Action Employer 400 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis Governor Director November 18, 2013 Ms. Peggy Scarboro 114 Rochelle Drive Morehead City, NC 28557 Dear Ms. Scarboro: John E. Skvarla, III Secretary Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. The Division appreciates your concerns about the proposed project. The Coastal Area Management Act permit review process involves a coordinated state and federal review of each permit application, with all review agency comments considered by the Division before final action is taken on a permit application. In this case, no inconsistencies with the Coastal Area Management Act were identified as a result of this review. Consequently, the Division has issued a Major Permit, No. 120-13 for the proposed activity. A copy of the permit is being provided to you for your information. If you wish to object to the actions taken on this permit application, you may request an appeal of this decision within twenty (20) days of the permit decision. If you would like copies of the appropriate appeal forms or should you like to discuss the specifics of the process, please contact me by telephone at (252) 808-2808, or by email at daniel.govoni@ncdenr.gov. Sincerely, f Daniel M. Govoni Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-280B \ FAX: 252-247-3330 Internet: www.nccoastalmanaaement.net An Equal OpportunityiAfimiative Action Employer HCDENR North Carolina Department of Environment and Division of Coastal Management Pat McCrory Braxton C. Davis Governor Director November 18, 2013 Mr. Neal Littman Morehead City Yacht Basin Association 208 Arendell Street Morehead City, NC 28557 Dear Mr. Littman: Natural Resources John E. Skvarla, III Secretary Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. The Division appreciates your concerns about the proposed project. The Coastal Area Management Act permit review process involves a coordinated state and federal review of each permit application, with all review agency comments considered by the Division before final action is taken on a permit application. In this case, no inconsistencies with the Coastal Area Management Act were identified as a result of this review. Consequently, the Division has issued a Major Permit, No. 120-13 for the proposed activity. A copy of the permit is being provided to you for your information. If you wish to object to the actions taken on this permit application, you may request an appeal of this decision within twenty (20) days of the permit decision. If you would like copies of the appropriate appeal forms or should you like to discuss the specifics of the process, please contact me by telephone at (252) 808-2808, or by email at daniel.govoni@ncdenr.gov. Sincerely, r4�"eoc-' e--1 // DanielM. Govoni Asst. Major Permits Coordinator . 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.ncroastalmanacement.net An Equal OpporlunitylAtfinnat ve Action Employer DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD APPLICANT: NC State Ports Authority County: Carteret LOCATION OF PROJECT: Located along the existing barge fleeting area (southern) adjacent Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. DATE APPLICATION RECEIVED COMPLETE BY FIELD: 8/22/13 FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No CONSISTENCY DETERMINATION: Attached: No To Be Forwarded: Yes FIELD REPRESENTATIVE: Heather Styron DISTRICT OFFICE: Morehead City DISTRICT MANAGER REVIEW: Roy Brownlow B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $400.00 (100%) PUBLIC NOTICE REC'D: Yes END OF NOTICE DATE: 9/19/13 ADJ. RIP. PROP NOTICES REC'D: Yes DEED REC'D: Yes APPLICATION ASSIGNED TO: ��� ON: %/y/Z3 C) 75 DAY DEADLINE: ' 1 !— 150 -DAY DEADLINE: MAIL OUT DATE: STATE DUE DATE: FEDERAL DUE DATE: FED COMMENTS REC'D: PERMIT FINAL ACTION: ISSUE DENY DRAFT ON AGENCY DATE COMMENTS RETURNED OBJECTIONS: YES NO NOTES Coastal Management- Regional Representative �H Coastal Management- LUP Consistency Determination Division of CommunityAssistance / t/ Land Quality Section l7 Division of Water Quality / ✓✓✓/ Storm Water Management(DWQ) l�!/_�f State Property Office Division of Archives&History Division of Environmental Health Division of Highways Wildlife Resources Commission Local Permit Once Division of Marive Fisheries Corps of Engineers Project Name Assigned to Assigned on A CT� U"NS. Prepare for signature following review by other Assistant Major Permits Coordinator Date draft permit given to other Assistant Major Permits Coordinator Date reviewed by other Assistant Major Permits Coordinator Prepare draft for review by Major Permits Coordinator Date draft permit given to Major Permits Coordinator Date reviewed by other Major Permits Coordinator Other Written approval from DWQ is t*"' �no required for this project. i= 1 North Carolina Pat McCrory Governor Memo: Z.1m"A� NCDENR Department of Environment and Natural Resources Division of Coastal Management Braxton C. Davis Director TO: DOUG HUGGETT FROM: HEATHER STYRON Ad/� THRU: ROY BROWNLOW John E. Skvarla, III Secretary September 4, 2013 SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- NC PORTS AUTHORITY (MODIFICATION OF CURRENT BARGE FLEETING AREA ALONG RADIO. ISLAND AND THE CONSTRUCTION OF A NEW BARGE FLEETING AREA ALONG MARSH ISLAND). The following are my comments and recommendations regarding the aforementioned proposal. The proposal is for the removal of the existing mooring buoys with all associated chains, concrete sinkers and anchors along the Radio Island barge fleeting area, the relocation of an existing day marker # 24 within this location (would follow USGC guidelines), the installation of six 54 inch steel pole monopiles to accommodate a maximum of 9 barges and the construction of a new barge fleeting area at the Northern Marsh Island site which would involve the installation of the remaining six 54 inch steel pole monopiles that would moor a maximum of six barges. All of the navigation lights on the pilings and barges would be constructed in accordance with the USCG guidelines. The piling placement would be a distance of approximately of 100' to 110' landward of the USACOE channel for the northern site and a distance of approximately 140' to 330' for the southern site from the USACOE channel setback. The pilings would be placed at a maximum of 360' waterward of normal high water (shore) for the northern site and 240' to 440' waterward of nhw (shoreline) for the southern site. The proposed work is consistent with 15A NCAC7H.0208 therefore the Morehead City District Office recommends the project be authorized as proposed on plats dated received 8/22/13 and 8/29/13, contingent upon all applicable general conditions and the following standard conditions: • Due to safety concerns, no loading or unloading of materials should be allowed within the barge fleeting areas. • The pilings shall be constructed in accordance with the plats dated July 2013 and dated received by DCM on 8/22/13 and 8/29/13. No work shall hinder navigation in any way and all navigation lights shall be in accordance with USCG standards. 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity IAfiimative Adon Employer DCM Comments and Recommendations NC Ports Authority Page 2 of 3 Note: The placement of the larger 53' x 260' barges at the northernmost mooring location along the Marsh Island fleeting area could cause a 10' encroachment over the USACOE AIWW channel setback when the outer barges are lashed to the piling moored barges. Cc: Ted Tyndall, Assistant Director DCM Roy Brownlow, District Manager/Compliance Coordinator DCM Doug Huggett, Major Permits Coordinator DCM Dave Timpy, USACOE 400 Commerce Ave., Morehead City, NC 28557 Phone: 252808-28081 FAX:252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity VAfflnafive Adon Employer A��� Vo FCUM North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvada, III Governor Director Secretary a RECENED � N September 4, 2013 OCT 10 2013 MEMORANDUM: MR-MHDCrry SEP 2 7 ?"13 TO: Ken Pace NC DOT, State Construction/Materials Branch NEVI FROM: Doug Huggett ©1STRI�' Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport River/Bogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: is agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. 400 Commerce Ave., M U 7 , SIGNFEonIel 252-808- wwwmccoastalmana nt.net G O An Equal6pportoM _ 1 I Pat McCrory Governor NCDENR North Carolina Department of Environment and Natural Resources THIS IS N01 3, 2013 A CAMA PERMIT NC State Ports Authority Attn: Jeffery Miles John E. Skvarla, III Secretary DWR Project # 2013 0963 Carteret County k RECEIVE[) PO Box 9002 Wilmington, NC 28402 OCT 10 2013 Subject Property: Barge Fleeting Area, Morehead City DCdf-MHDCITY Approval of 401 Water Resource Certification with Additional Conditions Dear Mr. Miles: You have our approval, in accordance with the attached conditions and those listed below to reconfigure the mooring areas for barges off Radio Island (southern site) and construct a fleeting area off Marsh Island (northern site), as described in your CAMA application dated September 4, 2013 and received by the Division of Water Resources (DWR) in the Wilmington Regional Office (WiRO) on September 6, 2013. After reviewing your application, we have decided that the impacts are covered by General Water Resources Certification Number 3900 (GC 3900). This Certification allows you to use the 404 permit when issued by the US Army Corps of Engineers and the CAMA Major Permit when issued by the Division of Coastal Management. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this General Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed on the following pages. 127 Cardinal Drive Ext., Wilmington, NC 28405 Onet Phone: 910.796.72151 FAX 910.350.20041 Internet: www.nodenr.gov 1� o uiCarcilina, An Equal Opportunity l Affirmative Action Employer- 50% Recycled 110%Post Consumer Paper Rurally NC State Ports Authority Attn: Jeffery Miles DW R Project # 2013 0963 October 3, 2013 Page 2 of 4 The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved (Units) Plan Location or Reference Open Waters 12 54" concrete filled monopiles Newport River Barge Fleeting Area (attached) Coastal wetlands N/A 404/401 wetlands N/A This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions 3. Turbidity Standard The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B..0211. Appropriate sediment and erosion control practices must be used to meet this standard. Turbidity curtains shall be used as appropriate. Please notify this Office at 910.796.7215 if any turbidity issues arise. 4. The applicant shall require his contractors (and/or agents) to comply with all of the terms of this Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification. 5. This General Certification shall expire on the same day as the expiration date of the corresponding General Permit. The conditions in effect on the date of issuance of the Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration of this Certification. RECEMO OCT I a Z013 V u NC State Ports Authority Attn: Jeffery Miles DW R Project k 2013 0963 October 3, 2013 Page 3 of 4 6. The applicant/permitee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with 303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, than the Division may reevaluate and modify this General Water Resources Certification. 7. Certificate of Completion Upon completion of all work approved within the 401 Water Resources Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. This approval and its conditions are final and binding unless contested. This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00 am and 5:00 pm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. f RECEF&D OCT 10 2013 DOI-=M. NC State Ports Authority Attn: Jeffery Miles DWR Project # 2013 0963 October 3, 2013 Page 4 of 4 Mailing address for the OAH: If sending via US Postal Service: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 If sending via delivery service (UPS, FedEx, etc): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DENR: Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you have any questions, please telephone Jennifer Burdette in the Central Office in Raleigh at 919.807.6364 or Joanne Steenhuis in the DWR Wilmington Regional Office at 910.796.7306. Sincerely, Thom Reeder, Director Division of Water Resources Enclosures: GC 3900 Certificate of Completion cc: Todd Walton — NC State Ports Authority- electronic copy David Timpy - USACE Wilmington Regulatory Field Office Jennifer Burdette - DWQ401 Wetlands Unit Doug Huggett - DCM Morehead City Heather Styron - DCM Morehead City WiRO 0CWDe N EXIST. MUDLINE SOUNDING, TYP (WATER DEPTH BASED ON MU-W) CHANNEL WP SETBxa LIMIT q- PILE N 363227.61 E 26%2480.411;1" 6 PB-09 2A �lb 37 i� 112. 0.7 '1.5 125 .4 13.4 1 0 250'-G"± B-08 I li.4 72.4 I 314 9i EAST LIMIT OF FEDERAL CHANNEL� li I STEEL PIPg. MONORg, TYR, SEE 12.3 13�2 14.8 I i WEST LIMIT OF 42), FEDERAL CHANNEL _7 APPR 'n fOOF PB-07 OX Lo(�T 15.B ':7.0 SOIL BORING '��; �OR SOIL BORING LOG. SEE SHEET: 7- ,1,2 1�4 14.2 1 tt i6.5 PILE BENT ! 107 IMP V2 I".i I DESIGNATION, TYP 4 69 N q PILE PILE ROW N 362680.57 DEWNATION E 2692537.38 1f0 167 1-6 REMM 80,-0"* 114 1a.5 is 6 1 EXIST. NAAGATION BUOY OCT 10 2913 ll�z 140 1 2C,7 19 t� DM-MM NORTH FLEETING AREA - PLAN SCALE: I'-120' 1 14 t Ir I 1 .5 . ...... - EXIST. ADJACENT PILOT 14 1 ;.1.' 14 -.1 Q- If 6 ils (L PILE 4- 11.5 -NE -3 fjqq�3�pll 26 277 14.L IZ-1 14.2 14.5 4g ig8 .Pi V9 1 OPS-06 ;54 1; -1 4 PB-05 1 • 3-,-7 6 1, 7 1 15.2 3 17 -1 3.4 1 7., i io 1 1 15.' i_.7 142 15.4 i61 I 20B 205 14.7 APPROX LOCATION OF PB-04 SOIL BORING, TYP, FOR 2S3 1 SOIL, BORING SHEETS 9 & 10 I 4.3.- 3112 ;3 5 15. 6 20 CHANNEL SETBACK UMIT��\ 4118 3 -% 8 136 144 13.3 !ak is "D c. la.6 i5.7 ls PS-02 2 STEEL PIPE MONOPILE, SEE 7, 7- is is$ 434 14.e 1 i5.5 17.5 !&R, WP IF4 3 6 4 EAr-LIMIVGP �Ial le -a `�/-FEOERAL (i PILE N 359817.46 It 2693164.86 CHANNEL S PILE ROW 44.6 42.: 55.0 Z0.3 PtEISGNq-y- 17 '1 15n APPROX PROPERTY I k BOUNDARY EXT. TYP leg IsIJ• !s.4 -A APPROX LOCATION OF EXIST. CONIC DOLPHIN c a "5i 17" :e. .15 f 14.9 12.n 69 AUG 2 22013 IN 0 I- Ie 145 2 I'D E95 148 1 13 3, 8.7 1.9 w"'u'm-'D /'A-4*N Fl SOUTH FETING AREA - PLAN fij SCALE. 1'-120' EXIST MUDLINE SOUNDING, TYP (WATER DEPTH BASED ON MILLI LOCATION OF TYP APPROX PROPERTY BOUNDARY�.. NOTE, LOCATION FOR REINSTALLATION OF EXISTING DAY MARKER #24 SHALL BE COORDINATED WITH THE OWNER. 120' c 12V 240' Fmm� SCALE: 1'=120' STRUCTURAL PLANS NEWPORT RIVER NORTH BARGE FLEETING AREA CAROUNA NORTH CAROLINA STATE PORTS AUTHORITY PORTS hdhq ORRY APPLICATION BY: MOFFATT & NICHOL MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88 SHEET 6 OF 10 DATE: JULY 2013 �� - ICDENR North Carolina Department of Environment and Division of Coastal Management Pat McCrory Governor September 4, 2013 MEMO UM: FP�&: 0 SUBJECT: Applicant: Braxton C. Davis Director Linda Lewis Joanne Steenhuis Division of Water Resources Doug Huggett Major Permits Processing Coordinator Natural Resources John E. Skvada, III Secretary ECEIVE SEP 0 6 2013 CAMA/DREDGE & FILL Permit Application Review NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260) barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: (/ This agency has no objection to the project as proposed. RECEIVED This agency has no comment on the proposed project. 0 C T 0 3 Z013 This agency approves of the project only if the recomrSges are incorporated. See attached. to the project for reasons described 'n the attached comments. 1 tnetA AMA NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvada, III Governor Director Secretary September 4, 2013 MEMORANDUM: TO: FROM: SUBJECT: Applicant: SEP 06 2013 Dan Sams Division of Energy, Mineral & Land Resources Doug Huggett Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport River/Bogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. I R6CMVW REPLY: This agency has no objection to the project as proposed. SEP 17 2013 This agency has no comment on the proposed project. DCM-MHDCTPY This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE f � /3 400 Commerce Ave., moreliedd My, Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.necoa\stM4anagement.net An Equal Opportunity \ Afirmalive Action Employer W DG r1CDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvarla, II Governor Director Secretary September 4, 2013 MEMORANDUM: TO: Lee Padrick Division of Community Assistance FROM: Doug Huggett Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. ✓is agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached ox nts. SIGNED ��� DATE 9—/a % 3 400 Commerce Ave., Morehead City, NC 28557 pC vt M'ID CITY Phone: 252-808-28081 FAX: 252-247-MO Internet: www.nccoastalmanagement.net An Equal OppoAunity \ Affirtnadve Action Employer M- ENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor September 4, 2013 MEMORANDUM: TO: FROM: SUBJECT: Applicant: Braxton C. Davis Director R SEp 6 eu13 Debra Benoy Public Water Supply Doug Huggett Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review John E. Skvarla, III Secretary RECErvEn SEP 10 2013 DC1f_MM CITY NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport River/Bogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: � This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. P�-280 Morehead City, NC _ _ ( G� G aagelHent.net DATE _ I / l 3 An Equal Opportunity \ Affinnafive Action Employer �1�k � W , XZo AMA I4CCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvarla, III Governor Secretary u " e 5 September 4, 2013 Sip ' vational Sheol sh Sanitadcn E atton MEMORANDUM: Water puvptV Sac RECEIVED TO: Patti Fowler Shellfish Sanitation SEP 10 2013 FROM: Doug Huggett DCWN"MCITY Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 2601) barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. 400 Commerce Ave., Morehead City, NC 28557 �/_/13 SIG1" 252-808-28081 FAX: 252-247-3330 Intemet V www.nccmtallDNgWt.net An Equal Op nity\ rtnadw Action nnooyer r_ I l/i1l✓ily, r If�`iLI� raw" NCDENR North Carolina Department of Environment and Division of Coastal Management Pat McCrory Braxton C. Davis Governor Director September 4, 2013 MEMORANDUM: TO: Maureen Wilf� Division of Coastal Management FROM: Doug Huggett Major Permits Processing Coordinator Natural Resources SUBJECT: CAMA/DREDGE & FILL Permit Application Review John E. Skvarla, III Secretary Applicant: NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: _X__ This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasop described in the attached comments. DATE i I g 5 Phone: 252-08-28M\FAX7Z52=247-3 An Equal Opportunity \ Alfinnadve Action Empbyer A� NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Braxton C. Davis John E. Skvarla, III Governor Director Secretary MEMORANDUM To: Doug Huggett, Major Permits Processing Coordinator From: Maureen Meehan, DCM Morehead City District Planner Date: September 25, 2013 Subject: Major Permit Requested by the North Carolina Ports Authority, to construct 2 barge fleeting areas, adjacent to Radio Island and Marsh Island within the,Newport RiverBogue Sound Area, in Morehead City, Carteret County, North Carolina LUP Consistency Determination: The proposal is Consistent with and Not in Conflict with the 2007 Town of Morehead City Land Use Plan certified by the CRC on September 28, 2007. Overview: The Areas of Environmental Concern (AECs) impacted by the proposal include Estuarine Water and Public Trust Area. The Waters at the project site are classified as SC and are closed to the harvesting of shellfish. The area is not classified as a Primary Nursery Area. The Morehead City Land Classification Map designates the subject AECs as "Conservation" and adjacent upland areas as Port Mixed Use. Development within the designated AECs is limited by CAMA regulations and development guidelines. Applicable or related policy includes the following: "Morehead city supports the use standards for estuarine and public trust areas as specified in 15A NCAC 7h .0207. " (Section 4.2.5 Areas of Environmental Concern, Policy 5, pg. 94) 400 Commerce Avenue, Morehead City, NC 28557 Phone: 252-808-2808 \ Fax: 252-2473330 \ Internet: www.nccoastalmangement.net An Equal Opportunity1 Afirmative Action Employer-50% Recycled t 10% Post consumer Paper Pat McCrory Governor September 4, 2013 MEMORANDUM: TO: FROM: SUBJECT: Applicant: WAW ENR `t�' u zot3 Department of Environment and Natural Resources Division of Coastal Management Braxton C. Davis John E. Skvarla, III Director Secretary & 1--, - 2O62 1(JAI �?d7-/3 Renee Gledhill -Early NC Department of Cultural Resources Doug Huggett Major Permits Processing Coordinator l 13 CAMA/DREDGE & FILL Permit Application Review NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron. Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. DATE a • a q • I3 Phone 252-808-28081 FAX: 252-2474 4i Equal C%NonunO � A%TNid a Action EMOOM SEp i 1 'Z013 Ift =*.�A FCDENR North Carolina Department of Environment and Division of Coastal Management Pat McCrory Braxton C. Davis Governor Director ,cf.1:1. pal. Ol.. OZ September 4, 2013 MEMORANDUM: TO: FROM: SUBJECT: Maria Dunn NC Wildlife Resources Commission Doug Huggett Major Permits Processing Coordinator Natural R&A CAMA/DREDGE & FILL Permit Application Review SEP 8 0 2J�� E. Skvada, III Secretary SEP 2013 RECEIVED Applicant: NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport River/Bogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 260') barges or six of the smaller (35' X 200") barges. Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: /This agency has no objection to the project as proposed. ✓ This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. 400 Commerce Ave., Morehead City, NC 28557 PNM?"-28081FAX: 252-247-3330Intemet:www.nccoastalmanagerlD"Er y-)t An Equal Opportunity l Affinnafive Actio Ennpbyer MIA NCDENR North Carolina Department of Environment and Natural Resources Division of Energy, Mineral, and Land Resources Tracy E. Davis, PE, CPM Pat McCrory, Governor Director John E. Skvarla, III, Secretary October 1, 2013 RECENED JeNrey E. Miles, Acting Executive Director North Carolina State Ports Authority P.O. Box 9002 O C T 04 2013 Wilmington, NC 28402 Subject: EXEMPTION DCM-MHDCt7y Stormwater Project No. SW8130914 NCSPA Barge Fleeting Area Carteret County Dear Mr. Miles: The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources received a copy of the CAMA Major Permit Application for the subject project on September 6, 2013. Staff review of the plans and specifications has determined that the development activities proposed at this time will not pose a threat to surface water quality from stormwater runoff. The Director has determined that projects that are reviewed and approved by the Division as not posing a water quality threat from stormwater runoff should not be subject to the stormwater management permitfing requirements of 15A NCAC 21-1.1000, the stormwater rules. By copy of this letter, we are informing you that this project will not require a stormwater management permit. If the subject project disturbs one acre or more and has a point source discharge of stormwater runoff, then it is also subject to the National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements. You are required to have an NPDES permit for stormwater discharge from projects meefing these criteria. All temporary built -upon area associated with the construction of the project must be removed within 30 days of completion of the project, or when it is no longer needed, whichever occurs first. If you have any questions or need additional information concerning this matter please contact Linda Lawis at (910) 796-7343, or e-mail her at linda.levAs@ncdenr.gov. Ainy,y E. Davis, P.E., CPM Division of Energy, Mineral, and Land Resources GDS/arl: G:IWQIShareMStormwater1Permits & Projects120131130914 Exemption1201310 permit 130914 cc: Todd Walton; NC State Ports Authority Town of Morehead City Building Inspections Doug Huggett, DCM Wilmington Regional Office Stormwater File Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: (910) 796-72151 Fax: (910) 350-2004 Pat McCrory Governor September 4, 2013 MEMORANDUM: TO: FROM: SUBJECT: Applicant: C® Ni North Carolina Department of Environment and Natural Resources Division of Coastal Management Braxton C. Davis Director Jessi Baker Division of Coastal Management Doug Huggett Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review John E. Skvarla, III Secretary NC State Ports Authority (Southern and Northern barge fleeting area project) Project Location: Carteret County. Along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport River/Bogue Sound area. Proposed Project: Proposes two barge fleeting areas. The proposal consists of the reconfiguration of the southern barge fleeting area. The number of barges capable of being moored in the southern area will be reduced from 45 to a total of 9. The northern area would be configured for a maximum of four of the larger (53' X 2601) barges or six of the smaller (35' X 20011) barges. Please indicate below your agency s position or viewpoint on the proposed project and return this form by September 24, 2013. If you have any questions regarding the proposed project, please contact Heather Styron, Permit officer at (252) 808-2808. Ext: 216 When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no continent on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE I 400 Commer Are., Morehead City, NC 28557 PI, P252- 18. 808 \ FAX: 252-247-3330 Internet: www.n=astalmanageinenl.net An Equal OpporlunitylAlfirmallve Acton Employer Govoni, Daniel From: Timpy, David L SAW [David.L.Timpy@usace.army.mil] Sent: Tuesday, November 05, 2013 10:20 AM To: Coburn, Chad; Huggett, Doug; Govoni, Daniel; Steenhuis, Joanne; Howell, Jonathan; Spencer, Thekla M SAW Cc: Roy Brownlow (Brownlow@ncdenr.gov); Hair, Sarah E SAW; Smith, Ronnie D SAW Subject: North Carolina State Ports Authority, SAW-2013-01747, CAMA Major App, GP291, Federal Comments (UNCLASSIFIED) Attachments: CL31-201301747.doc Classification: UNCLASSIFIED Caveats: NONE Pursuant to GP291, attached is an advance copy of the recommended federal conditions for the subject project. A signed copy will be mailed soon. Dave Timpy Project Manager Regulatory Division US Army Corps of Engineers,_Wilmington District 69 Darlington, Avenue Wilmington, North Carolina 28402-1890 Office: 910-251-4634 Cell: 910-617-3254 Fax: 910-251-4025 Email:david.L.Timpy@usace.army.mil Website: http://www.saw.usace.army.mil The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://pert.nwp.usace.army.mil/survey.html to complete the survey online. Classification: UNCLASSIFIED Caveats: NONE 1 November 5, 2013 Regulatory Division Action ID No. SAW-2013-01747 Mr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557-3421 Dear Mr. Huggett: Reference the application of the North Carolina State Ports Authority toconstruct two barge fleeting areas, located within the Morehead City Channel in Bogue Sound along Radio Island and within the Newport River adjacent to Marsh Island, in Morehead City, Carteret County, North Carolina. The Federal agencies have completed review of the proposal as presented by the application and your field investigation report. We recommend that the following conditions be included in the State authorization: 1. All work authorized by this permit must be performed in strict compliance with the attached plans, which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USACE) prior to implementation. 2. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910- 3282 at least two weeks prior to beginning work and upon completion of work. 3. Approval of the structure is based on determinations that there would be no obstruction to navigation. The structure may be damaged by wave wash from passing vessels. Issuance of this permit should not be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave wash. 4. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands. 5. Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. 6. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated from an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic materials (including debris from land clearing activities), or unsightly debris will not be used. 7. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a -spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-5083, Ext. 526 or (800) 662-7956 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. 8. The authorized structure and associated activity must not interfere with the public's right to free navigation on all navigable waters of the United States. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for reason other than safety. 9. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910) 772-2191. 10. If the permittee discovers any previously unknown historic or archeological remains while accomplishing the authorized work, he will immediately notify the Wilmington District Engineer who will initiate the required coordination procedures. 2 11. The permittee shall advise the Corps in writing at least two weeks prior to beginning the work authorized by this permit and again upon completion of the work authorized by this permit. 12. Approval of the structure was based on determinations that there would be no obstruction to navigation. Under conditions existing in the Atlantic Intracoastal Waterway (AIW W), a possibility exists that the structure may be damaged by wave wash from passing vessels. Unreasonable slowing down of vessel traffic cannot be required because it would tend to nullify the navigational benefits on which the AIWW was justified. Issuance of this permit should not be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave wash normally to be expected in the AIW W. 13. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all conditions, shall be available at the project site during construction and maintenance of this project. 14. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). 15. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. 16. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre -project condition. 17. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation. Questions or comments may be addressed to Mr. Dave Timpy, Wilmington Field Office, Regulatory Division, telephone (910) 251-4634. Sincerely, David L. Timpy, Project Manager Wilmington Regulatory Field Office Copy Furnished (without enclosure) Ms. Karen Higgins Division of Water Quality North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Mr. Doug Huggett Morehead City Regional Office North Carolina Division of Coastal Management 400 Commerce Avenue Morehead City, North Carolina 28557-3421 Mr. Pete Benjamin U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Fritz Rhode National Marine Fisheries Service Habitat Conservation Service Pivers Island Beaufort, North Carolina 28516 Mr. Pace Wilber National Marine Fisheries Service Habitat Conservation Division 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Todd Allen Bowers US EPA Region 4 Life Scientist Water Protection Division 61 Forsyth Street, SW Atlanta, GA 30303-8960 BOSN3 Joseph M. Edge United States Coast Guard Sector North Carolina Waterways Management 2301 E. Fort Macon Rd Atlantic Beach, NC 28512 Mr. Row Brownlow, Acting District Manager Division of Coastal Management North Carolina Department of Environment Health, and Natural Resources 400 Commerce Avenue Morehead City, NC 28557-3421 Joanne Steenhuis Division of Water Quality North Carolina Department of Environment, Health, and Natural Resources 127 Cardinal Drive Ext Wilmington, NC 28405 BCF: CESAW-RG-L/SMITH CESAW-OP-N/HORTON Fi DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: NC State Ports Authority (southern and northern barge fleeting Area project) C/O Todd Walton 2. LOCATION OF PROJECT SITE: Located along the existing barge fleeting area (southern) adjacent to the NC Ports Authority property near Radio Island and along Marsh Island (northern) within the Newport RiverBogue Sound area. Photo Index — (Northern Site) 2000: 41-526 grids (M-N 2&3) 2006: 41-8036 grids (K-L 22&23) (Southern Site) 2000: 42-520 grids (D-E 18&19), (F-19), (G-H 19&20) 2006: 42-6409 grids (O-T 5&6) State Plane Coordinates —Northern Site- X: 2692216.8 Y: 362442.8 Longitude:76°41'45.95 Latitude:34°43'25.66 Southern Site- X: 2693779.1 Y: 359915.7 Longitude:76°41'27.94 Latitude:34°43'00.31 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 8/20/13 Was Applicant Present — Yes 5. PROCESSING PROCEDURE: Application Received — 8/22/2013 Application Complete- 8/22/2013 Office — Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan — Morehead City dated 2007 Land Classification from LUP — Port Mixed Use/Conservation (B) AEC(s) Involved: EW, PTA (C) Water Dependent: pilings (yes) (D) Intended Use: commercial (E) Wastewater Treatment: Existing — Municipal sewer Planned - None (F) Type of Structures: Existing — Southern Site (Radio Island) — Buildings on high ground, road, storage tanks, piers, bulkhead, day marker, mooring buoys, pilings; Northern Site (Marsh Island) outfall pipe on Marsh Island, red channel buoy to the east of the project site. Planned — removal of four existing mooring as well as all attached anchors, chains and concrete sinkers southern site, relocation of an existing day marker # 24 and the installation of a total of 12 steel pipe monopoles (6 at each site) (G) Estimated Annual Rate of Erosion: N/A Source — N/A Field Investigation Report: NC State Ports Authority Page 02 HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) Open Water (northern site N/A N/A 88,920ft2 Inc. includes mooring pilings and barge dimensions of approximately 55' x 260') (B) Open Water (southern site 57,200 2Inc. includes mooring pilings and barge dimensions of approximately 55' x 260') (D) Total Area Disturbed: 146,120ft2 (E) Primary Nursery Area: No (F) Water Classification: SC Open: No 8. PROJECT SUMMARY: The southern site (Radio Island) for this project was previously permitted through CAMA major permit 122-96 and expired December 31, 1999. Due to the expiration of the previous permit, the applicant is requesting a new major permit for the reconfiguration of the previously permitted southern barge fleeting area along Radio Island in addition to the construction of a new fleeting area at the proposed northern site east of Marsh Island within the Newport River. The applicant is proposing to relocate an existing day marker (#24) to US Coast Guard standards, remove the existing mooring buoys along with all attached chains, concrete sinkers and anchors and reduce the number of barges allowed to moor within the southern fleeting area from a total of 45 to a maximum count of 9. The applicant proposes to construct a new barge fleeting area at the northern site east of Marsh Island and west of the USACOE channel setback. The applicant proposes the installation of a total of twelve 54" steel pipe monopiles. Six of the pilings would be at the northern Marsh Island site and six would be located at the southern site west of Radio Island and bordered by the AIW W. The new proposed northern fleeting area would be capable of allowing six smaller (35' x 200') barges or four larger (53' x 260') to be moored. The southern site would be capable of mooring six of the larger (52' x 260') barges and nine of the smaller (35' x 200') barges. 9. Narrative Description The NC State Ports Authority project would be located at two sites: one is locatedis located along Radio Island within the Morehead City ChannelBogue Sound area of the NC State Ports Authority property. The other side is adjacent to (east) of the spoil island (Marsh Island), which is owned by the NCSPA, and is located within the Newport River. The NCSPA project at both sites is located within Public Trust Area below normal high water and would usurp a total of 88,660 square feet of Public Trust Area within the southern site and 57,200 square feet within the northern site. Presently there is an existing barge fleeting area along the southern site (Radio Island) that allows a maximum of 45 barges to be moored. There are not any existing manmade structures along the northern Marsh Island site other than an existing red channel navigation buoy south of the proposed Field Investigation Report: NC State Ports Authority Page 03 project area and an earthen berm dredge spoil deposit dike with a spoil discharge pipe on Marsh Island. There are fringes of coastal marsh located along the northeast side of Marsh Island and north of the aviation fuel site for the NCSPA Radio Island southern barge fleeting area. The distance of the proposed development from coastal wetland areas is approximately 360' to the shore for the northern site and approximately 182' to 238', depending on location, for the southern site. No wetland impacts are proposed. No high ground development is proposed for this project. The Morehead City Land Use Plan classifies this property as Port Mixed Use, with all AEC's classified Conservation. This section of the Newport River and Morehead City Channel/Bogue Sound is not designated as Primary Nursery Area and is closed to the taking of shellfish. Both water bodies carry a water classification of SC. Riparian corridors were determined through the original permit # 112-96 for the southern site and shall pertain to the newest proposal and all steel monopoles would meet all required setbacks. Marsh Island is owned by the NCSPA and does not have any immediately adjacent riparian properties; therefore riparian corridors are not an issue. Substrate in the Newport River and the Morehead City Channel/Bogue Sound area is mostly sand and silt. No SAV's or shellfish beds were observed within the proposal project area. The closest open shellfish harvesting area is approximately 3,781 feet to the east of the Northern site and approximately 3158' north of the southern site and is located within a cove area along the north side of the Morehead/Beaufort causeway. 10. Proiect Description: The existing major permit # 112-96 was issued on September 4, 1996, and expired December 31, 1999. It authorized the construction of a mooring field along the Radio Island southern site for up to a maximum of 45 barges. The current proposal is for two barge fleeting areas. The proposal describes the reconfiguration of the southern barge fleeting area adjacent to Radio Island, the removal of the existing four mooring buoys with attached anchors, chains and concrete sinkers and the relocation of the existing day marker #24 per USCG guidelines. The number of barges capable of being moored within this area will be reduced from 45 to a total of 9. Six 54 inch steel concrete filled monopiles are proposed within this area. The proposal describes the construction of a new barge fleeting area at the northem site adjacent to Marsh Island with the placement of six 54 inch concrete filled steel monopiles. The northern fleeting area east of Marsh Island would be configured for a maximum of four of the larger (53' x 260') barges or six of the smaller (35' x 200') barges. The moored barges would be equipped with navigation lights for safety when moored in this area. The moorings would be 54 inch steel monopiles and filled with cast in place concrete. The piles would be a height of 20.5' above mean high water and would be equipped with self- contained solar powered navigation lights and mooring bollards. The proposed metal pilings within the northern site would be a distance of 100' to 110' landward (west) of the USACOE channel setback depending on location and approximately 360' waterward (east) of normal high water (shore) from Marsh Island. The barges would be aligned in a north to south configuration, moored side -to or shore parallel to the east side of Marsh Island and along the east side of the mooring pilings. The barge fleeting area location would be Field Investigation Report: NC State Ports Authority Page 04 landward of existing navigation routes. When the smaller barges (35' x 200') are in place a total of six can be moored and would remain outside of the USACOE channel setback. If the larger barges (53' x 260') are within this fleeting area then a maximum of four could be moored. When the larger barges are moored at the northern most portion of the northern fleeting area (Marsh Island), the barges could encroach 10' into the channel setback The water depths within the northern site are an average of -11.5 nlw. The width of the Newport River in this area is approximately 3,100'. The existing southern fleeting area along Radio Island would be reconfigured to moor a maximum of six larger (53' x 260') barges and nine of the smaller (35' x 200') barges which would be equipped with navigation lights for safety when moored in this area. In order to accommodate this reconfiguration the existing mooring buoys with attached chains, concrete sinkers and anchors would be removed. Day marker #24 would be relocated to an USCG approved location as per USGC specifications. Once the applicant receives the USCG relocation coordinates, a copy will be sent to DCM. The final six pilings within this location would be equipped with self contained solar navigation lights and mooring bollards. The 54 inch steel pipe monopiles filled with cast in place concrete would be located a distance of approximately 140' to 330' landward of the USACOE channel setback depending on location and 240' to 440' (west) waterward of nhw (shoreline). The piles would be a height of 20.5' above mean high water and aligned in a north to south configuration. The barges would be moored side -to or shore parallel to the west side of the Radio Island site and along the east side of the mooring pilings. The barge fleeting area location would be bordered on the west by the existing federal navigation routes. When the barges are moored, the waterward barges would be lashed to the other barges tied to the monopiles. The water depths within the southern site are an average of - 17.9' nlw. The width of the Bogue Sound/Morehead City Channel is approximately 1,500'. 11. Anticipated Impacts: The proposed northern and southern barge fleeting areas would incorporate a total of 146,120 ftz of open water/public trust area. The setting of pilings would cause temporary turbidity. There should be no hindrance to navigation due to the location of the pilings, However, there is a possible 10' encroachment into the USACOE AIWW setback with the larger barges (260' x 53') at the northern Marsh Island site. When the larger barges are lashed to the barges moored to the piles, the northernmost barges would encroach 10' over the channel setback within this area. The pilings along the northern site would be located a distance of approximately 100' to 110' landward of the USACOE channel setback, with the remaining six steel pipe monopiles along the southern site located a distance of approximately 140' to 330' landward of the USACOE channel setback. This project has the potential to help improve public use of the public trust area along the southern site by allowing the reduction of the previously permitted usurpation of public trust area from 5.4 acres (235,224 ft2) to 3 acres (146,120 ft2). Name: Heather Styron Date: 9/4/13 Morehead City NORTH CAROLINA ,XCE,W PORTS � SEP 0 3 2013 Mark Blake, P.E. Director of Engineering and Maintenance DCMMBpCffy August 16, 2013 Ms Heather Styron Division of Coastal Management 400 Commerce Ave Morehead City NC, 28557 Subject: CAMA Major Permit Request Barge Fleeting Area North Carolina State Ports Authority Morehead City, Carteret County Dear Ms. Styron, The North Carolina State Ports Authority (NCSPA) is requesting a new major permit for the modification of a current barge fleeting area (southern) near Radio Island and construction of a new barge fleeting area east of Marsh Island (northern). The areas are needed to harbor a maximum of 15 barges between and during the off-loading events at the Port of Morehead City. The current permitted southern site, is west of Radio Island, approximately 238' from the shoreline of the former Aviation Fuel Terminals. The northern site is located east of Marsh Island, approximately 364' from the shoreline. Each mooring field will consist of six 54" metal piling being installed by a barge mounted crane administering blows to set the pilings. There will be no jetting or dredging associated with the installation of the pilings. The total disturbed area for the installation of the pilings will be 190.8 square ft. below MEW. The end pilings in each area will have navigational aids (lights) attached to the top of each piling. The barges will be secured to the pilings in a manner that will eliminate arc swing and the barges will have navigational aids (lights) attached to them. North Carolina State Ports Authority • 2202 Burnett Boulevard • PO Box 9002 • Wilmington, NC 28402 • www.ncparts.com NORTH CAROLINA PXCENED PORTS , SEP 0 3 2013 Mark Blake, P.E. Director of Engineering and Maintenance DCM-MHDCfry As proposed, no land based activities such as wastewater pump out, trash disposal, or vehicle parking are associated with this request. The project does not entail any dredging or filling of wetlands. Please find enclosed copies of the certified mail receipts for the adjacent riparian property owners notification letters, permit drawings, permit application forms DCM- MP 1 and DCM-MP4, and a $400.00 application processing fee. Please call me at (910) 251-5678 or email todd.walton@ncports.com if any additional information is needed. Thank you for your assistance in this matter. Sincerely, North Carolina State Ports Authority e- Al Todd C. Walton Environmental Supervisor Cc: files North Carolina State Ports Authority • 2202 Burnett Boulevard • PO Box 9002 • Wilmington, NC 28402 • www.neparts.com List of names and complete addresses of adjacent riparian property owners notified United States Army Reserve Attn: Commanding Officer RECEIVED 410 Fisher Street Morehead City, NC 28557-4239 AUG 2 2 2013 MCYB LLC 2645 Temples Point Rd DCMMHDCITy Havelock NC 28532 NC Railroad Company 2809 Highwoods Blvd Suite 100 Raleigh NC 27604 Sea Spray LLC 113 Arendell St Rm 112 Morehead City NC28557 Williams 42 LLC 8300 Health Park Suite 217 Raleigh NC 27615 George Rubin Hall III 207W Drewry Ln Raleigh NC 27609 Radio Island Marina Club Inc 156 Radio Island Rd Beaufort NC 28516 Radio Island Yacht & Boating Club 156 Radio Island Rd Beaufort NC 28516 Rodney Ashworth 424 Moultonboro Ave Wake Forest NC 27587 Tide Lines Inc 1450 E Arlington Blvd #A Greenville NC 27836 Eric and Jasa Ellis 205 Nottingham Ln Morehead City NC 28557 Peggy Scarboro 114 Rochelle Dr Morehead City NC 28557 RECEIVED AUG 2 2 2013 DCM-MHD CITY e Huggett, Doug From: Timpy, David L SAW [David.L.Timpy@usace.army.mil] Sent: Tuesday, November 05, 2013 10:20 AM To: Coburn, Chad; Huggett, Doug; Govoni, Daniel; Steenhuis, Joanne; Howell, Jonathan; Spencer, Thekla M SAW Cc: Roy Brownlow (Brownlow@ncdenr.gov); Hair, Sarah E SAW, Smith, Ronnie D SAW Subject: North Carolina State Ports Authority, SAW-2013-01747, CAMA Major App, GP291, Federal Comments (UNCLASSIFIED) Attachments: CL31-201301747.doc Classification: UNCLASSIFIED Caveats: NONE Pursuant to GP291, attached is an advance copy of the recommended federal conditions for the subject project. A signed copy will be mailed soon. Dave Timpy Project Manager Regulatory Division US Army Corps of Engineers, Wilmington District 69 Darlington, Avenue Wilmington, North Carolina 28402-1890 Office: 910-251-4634 Cell: 910-617-3254 Fax: 910-251-4025 Email:david.L.Timpy@usace.army.mil . Website: http://www.saw.usace.army.mil The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://pert.nwp.usace.army.mil/survey.html to complete the survey online. Classification: UNCLASSIFIED Caveats: NONE 1 rA November 5, 2013 Regulatory Division Action ID No. SAW-2013-01747 Mr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557-3421 Dear Mr. Huggett: Reference the application of the North Carolina State Ports Authority to construct two barge fleeting areas, located within the Morehead City Channel in Bogue Sound along Radio Island and within the Newport River adjacent to Marsh Island, in Morehead City, Carteret County, North Carolina. The Federal agencies have completed review of the proposal as presented by the application and your field investigation report. We recommend that the following conditions be included in the State authorization: 1. All work authorized by this permit must be performed in strict compliance with the attached plans, which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USACE) prior to implementation. 2. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910- 3282 at least two weeks prior to beginning work and upon completion of work. 3. Approval of the structure is based on determinations that there would be no obstruction to navigation. The structure may be damaged by wave wash from passing vessels. Issuance of this permit should not be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave wash. 4. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands. 5. Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. 6. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated from an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic materials (including debris from land clearing activities), or unsightly debris will not be used. 7. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-5083, Ext. 526 or (800) 662-7956 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. 8. The authorized structure and associated activity must not interfere with the public's right to free navigation on all navigable waters of the United States. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for reason other than safety. 9. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910) 772-2191. 10. If the permittee discovers any previously unknown historic or archeological remains while accomplishing the authorized work, he will immediately notify the Wilmington District Engineer who will initiate the required coordination procedures. 11. The permittee shall advise the Corps in writing at least two weeks prior to beginning the work authorized by this permit and again upon completion of the work authorized by this permit. 12. Approval of the structure was based on determinations that there would be no obstruction to navigation. Under conditions existing in the Atlantic Intracoastal Waterway (AIWW), a possibility exists that the structure may be damaged by wave wash from passing vessels. Unreasonable slowing down of vessel traffic cannot be required because it would tend to nullify the navigational benefits on which the AIWW was justified. Issuance of this permit should not be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave wash normally to be expected in the AIWW. 13. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all conditions, shall be available at the project site during construction and maintenance of this project. 14. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). 15. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. 16. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre -project condition. 17. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation. Questions or comments may be addressed to Mr. Dave Timpy, Wilmington Field Office, Regulatory Division, telephone (910) 251-4634. Sincerely, David L. Timpy, Project Manager Wilmington Regulatory Field Office Copy Furnished (without enclosure) Ms. Karen Higgins Division of Water Quality North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Mr. Doug Huggett Morehead City Regional Office North Carolina Division of Coastal Management 400 Commerce Avenue Morehead City, North Carolina 28557-3421 Mr. Pete Benjamin U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Fritz Rhode National Marine Fisheries Service Habitat Conservation Service Pivers Island Beaufort, North Carolina 28516 Mr. Pace Wilber National Marine Fisheries Service Habitat Conservation Division W 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Todd Allen Bowers US EPA Region 4 Life Scientist Water Protection Division 61 Forsyth Street, SW Atlanta, GA 30303-8960 BOSN3 Joseph M. Edge United States Coast Guard Sector North Carolina Waterways Management 2301 E. Fort Macon Rd Atlantic Beach, NC 28512 Mr. Row Brownlow, Acting District Manager Division of Coastal Management North Carolina Department of Environment Health, and Natural Resources 400 Commerce Avenue Morehead City, NC 28557-3421 Joanne Steenhuis Division of Water Quality North Carolina Department of Environment, Health, and Natural Resources 127 Cardinal Drive Ext Wilmington, NC 28405 BCF: CESAW-RG-L/SMITH CESAW-OP-N/HORTON 5 "� �� �# Mee '3 ��-• 2 T; �6 r iHOPTH FLEETINq e•ais tAREA, SE yEE _ cdx _ m —HCSPA MOREHEAD 0 CITY TERMINAL - w �ay i4 �a ' ^PEAS�ESHGETS BORING PB-07 ...... ... ...... ...... "77:1 .... ..... ... -- 7 T Iti BORING PB-08 . . . . . . . . . . . IA BORING PB-09 C= bD, --7 :r > > M x o z > rq m -40 Zm N r- 0 0 U) ND nn zo nA > -0 > m - Tr M C r a3 K: > 0 > o < z m o Co r- 0 M;v M--4 --i > m > m > (2 0 it 1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT MANUAL (SPECIFICATIONS) AND WORKING DRAWINGS INCLUDING BUT NOT LIMITED TO: ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS; INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF THE CONTRACT; SUPPLEMENTARY GENERAL CONDITIONS; DIVISION 1 REQUIREMENTS; TECHNICAL SPECIFICATIONS; AND ANY RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS. 2. THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL. SERVICES, LABOR, ETC, FOR A COMPLETE INSTALLATION; INCLUDING WORK REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN OR NOT ON THE DRAWINGS, 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. DO NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 4. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNER'S REPRESENTATIVE ANY CLARIFICATION OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS IN WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOLITION/CONSTRUCTION. 5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOLITION/CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY. B. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS. 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS 8. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWINGS ON A SEPARATE WHITE SET OF PLANS PROVIDED BY THE DESIGNER. THESE ANNOTATED DRAWINGS SHALL BE RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION. 9. THE NCSPA MOREHEAD CITY TERMINAL IS AN OPERATIONAL PORT FACILITY. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE IN REGARDS TO PORT OPERATIONS AND ACCESS TO THE PROJECT SITE. 10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL. 11. EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED, UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING. AT HIS OWN EXPENSE, ANY AND ALL DAMAGES THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOLITION/CONSTRUCTION. 13. ALL AREAS DISTURBED DURING DEMOLITION/CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE NOTED. 14. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS. 15. ALL CONSTRUCTION, EXCEPT THAT WHICH CAN BE PERFORMED FROM SHORE OR EXISTING STRUCTURES SHALL BE CONDUCTED FROM BARGES, WORK BOATS, OR OTHER TEMPORARY PLATFORMS PROVDED BY THE CONTRACTOR, AS APPLICABLE. 16. ALL BUILDINGS, SURFACE, AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE PROJECT SITE ARE NOT NECESSARILY SHOWN HEREON. 17. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE. UTILITIES SHOWN ARE LIMITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND DO NOT NECESSARILY DEPICT ALL UTIUTY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO BEGINNING WORK. VERIFY DISCREPANCIES WITH THE OWNERS REPRESENTATIVE. 18, THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE AND/OR UMIT AREAS OF CONSTRUCTION. 19. LIMITED STAGING AREAS WILL BE PROVIDED ON SITE FOR CONTRACTORS USE. THE CONTRACTOR SHALL CONFIRM THE EXTENTS OF STAGING AREAS WITH THE OWNER'S REPRESENTATIVE. 20. HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM (NAD83). 21. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD88). HYDROGRAPHIC SURVEY DATA (MUDUNE SOUNDINGS) ARE BASED ON LOCAL MLLW ELEVATIONS. 22. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) BENCHMARK 865 6483 (BEAUFORT, NORTH CAROLINA). ELEVATIONS ARE REFERENCED ON THE 1983-2001 EPOCH. MHHW = +1.46 FT (NAVO86) MHW = +1.17 FT (NAVD88) NAVD88 = 0.00 FT MSL = -0.37 FT (NAVD88) MTL = -0.38 FT (NAVO88) NGVD29 = -0.96 FT (NAVO88) MLW = -1.94 FT (NAVD88) MLLW = -2.08 FT (NAVD88) 23. PROJECT SURVEY WAS PERFORMED BY NCDOT AND INFORMATION WAS PROVIDED TO THE DESIGNER BY THE OWNER. 24. THE OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT. 25. GEOTECHNICAL INFORMATION WAS PROVIDED TO THE DESIGNER BY THE OWNER. STRUCTURE SUBSURFACE INVESTIGATION FOR THIS PROJECT WAS PERFORMED IN JUNE 2013 BY THE FOLLOWING. THE GEOTECHNICAL ENGINEER OF RECORD IS JACOB C. WESSELL, NORTH CAROUNA LICENSE No. 30395. THE "STRUCTURE SUBSURFACE INVESTIGATION" CAN BE FOUND IN APPENDIX "A' OF THE SPECIFICATIONS. CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD WILMINGTON, NORTH CAROLINA 26, FOR DEMOLITION PLAN AT SOUTH FLEETING AREA, SEE SHEET 3. 27. FOR NEW CONSTRUCTION AT SOUTH AND NORTH FLEETING AREAS, SEE SHEET 6. 5'1sir"mmD ACI = AMERICAN CONCRETE INSTITUTE _ AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION AIWW = ATLANTIC INTRACOASTAL WATERWAY ALT = ALTERNATE ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE APPROX = APPROXIMATE ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM =.AMERICAN SOCIETY FOR TESTING AND MATERIALS AWG = AMERICAN WIRE GAUGE AWS = AMERICAN WELDING SOCIETY BOTT = BOTTOM BTW = BETWEEN CF = CUBIC FEET CIP = CAST -IN -PLACE CJ = CONSTRUCTION JOINT CKD = CHECKED CLR = CLEAR CONC = CONCRETE CONN = CONNECTION CONSTR = CONSTRUCTION CONT = CONTINUOUS CY = CUBIC YARD DIA =,DIAMETER DIM = DIMENSION DISCONT = DISCONTINUOUS DWN = DRAWN DWT = DEAD WEIGHT TONNAGE E = EAST EA = EACH EL = ELEVATION ELEV = ELEVATION EMBED = EMBEDMENT EQ = EQUAL ETC = ETCETERA EW = EACH WAY - EXIST. = EXISTING EXP = EXPANSION EXT = EXTENSION F= FAHRENHEIT FPS = FEET PER SECOND FT = FEET GALV = GALVANIZED OR = GRADE HWY = HIGHWAY ICC = INTERNATIONAL CODE COUNCIL ID = IDENTIFICATION N = INCHES INC = INCORPORATED INFO = INFORMATION - INT = INTERMEDIATE Jf = JOINT K = KIPS OR 1000 POUNDS KLF = KIPS PER LINEAR FOOT KSI = KIPS PER SQUARE INCH L = ANGLE OR LENGTH LB = POUND LF = LINEAR FEET LG = LONG LONG. = LONGITUDINAL LT = LEFT MAX = MAXIMUM MHHW = MEAN HIGHER HIGH WATER MHW = MEAN HIGH WATER MIN = MINIMUM MISC = MISCELLANEOUS MLLW = MEAN LOWER LOW WATER MLW = MEAN LOW WATER MPH = MILES PER HOUR MSL = MEAN SEA LEVEL MTL = MEAN TIDE LEVEL N = NORTH N/A = NOT APPUCABLE NAD - NORTH AMERICAN DATUM NAVD = NORTH AMERCAN VERTICAL DATUM N.C. = NORTH CAROLINA NCDOT = NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCSPA = NORTH CAROLINA STATE PORTS AUTHORITY NGVD =NATIONAL GEODETIC VERTICAL DATUM NIC = NOT IN CONTRACT NO. = NUMBER NOAA = NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NOS = NATIONAL OCEAN SERVICE NTS = NOT TO SCALE O.C. = ON CENTER P/C = PRECAST P/S = PRESTRESSED PCF = POUNDS PER CUBIC FOOT PEN = PENETRATION PSF = POUNDS PER SQUARE FOOT PSI = POUNDS PER SQUARE INCH QTY = QUANTITY R - RADIUS REINF = REINFORCEMENT OR REINFORCED REQ'D = REQUIRED R/F = REINFORCEMENT OR REINFORCED S = SOUTH SCH = SCHEDULE SCO = STATE CONSTRUCTION OFFICE SF = SQUARE FOOT SHT = SHEET SPA = SPACES SO SQUARE SS = STAINLESS STEEL STA = STATION STD = STANDARD STE = SUITE - STL = STEEL SY = SQUARE YARD T = TON TEMP = TEMPORARY OR TEMPERATURE TYP = TYPICAL UDLL = UNIFORMLY DISTRIBUTED LIVE LOAD UFC = UNIFIED FACILITIES CRITERIA UHMW = ULTRA HIGH MOLECULAR WEIGHT LION = UNLESS OTHERWISE NOTED U.S. = UNITED STATES VERT = VERTICAL VLF = VERTICAL UNEAR FEET W = WEST, WATER, OR WIDTH W/ = WITH WP = WORK POINT WT = WALL THICKNESS = SECONDS OR INCHES = MINUTES OR FEET = ASTERISK # = NUMBER OR POUND & = AND 0= AT = CENTERLINE R = PLATE 0 = DIAMETER DEGREES i = PLUS OR'MINUS X = PERCENT REMOVE E 12,000 LD ANCHOR, PLAN EXIST. BUOY W/ TEE & LANTERN REMOVE EXIST. MOORING BUOY SEXIST. WATERLINE _ . _ . _ . _ . _ . _ _ . _ _ _ _ _ _ _ . _ . _ _ REMOVE EXIST. REMOVE EXIST 6.3z3' REMOVE EXIST. 2' ¢ aiAiC�.IVF+� ANCHOR r,,,...,...�T .....:.�.. MARINE GRADE STUD AA 2 2 2013 dcw.•:��ce:� ELEVATION DEMOLITION DETAILS NEWPORT RIVER 'T FLEETING CAROUMA hd ®® APPLICATION BY: MOFFATT & NICHOL Al - ' NORTH CAROLINA STATE PORTS AUTHORITY MOORING BUOY REMOVAL Poffm DATUM: NAYD88 a NOT TO SCALE MOREHEAD CITY, NORTH CAROLINA SHEET 4 OF 10 DATE: JULY 2013 . ... ...; _. ,.. 11:7 !..t is _.,., 'ate ._. !3.' _., .7.2 ... :4 15+ .43 bb ,:... 16.9 1R.a ._.... - 14.1 EXIST. ADJACENT PILOT 'y - _ _ DOCK TO REMAIN ` 23.3 EXI' 3 3.E i?9 ST. DA MARKER #24 TO BE RELOCATED, l SEE NOTE 1 U 7. }1 14,5 ,i 123 1= !ti 9 C3. iS.Y 'S'• i74 Ic; 2]: i^..n t1 3 �1%.Pn ••I1 tt] 15.a -a. IS.. 1?.2 in_? P.�..'- 3 CP' EXIST. A 1. BE REMI i5.2 16. 1 :1.6 10 '(4 iOtA 1 1 _, 13.9 t¢7 ti7 15.3 tB.4 19.2 -0.2 36 ^. 206 i%.41 13.7 I1G .J... 130 :i.F _0.3 _.•... 1`t 19.5. :F.'3 14-n 2 UNG BUOY TO )._TYP SEE NOTE'5 ik Bl Al a a n 17.7 144 17, 10.7 14.7 12.4 !20 3.11 13A 151 17.9 201 21A i?.1 112 S.7 4.7 i EXIST. MUDLINE SOUNDING, TYP (WATER DEPTH 3'? i25 :_'5 R3 .., .. 2V.3 2a1 201 ? BASED OEPTH `EAST LIMIT OF FEDERAL CHANNEL 1 41.� 33.w 3 iiao M.2 1a5 t'_�.c 14.r ...J IPS 111 1 t i1.L 35.0 •"• ',;14 ....., !n .3 :.5.7 2CJ 1Y.d 5.2 5.3 V .I 141r�Owt i .c: 38�t, 15 175 .?.! nJ.O i7.4 12.5 2.3 8.7 20.9 -4.3 1 1.5 17f; 19.4 1£.2 1E.5 12.0 2.2 i CHANNEL SETBACK LIMIT i( 1:.6 '', 15 1':5 13:3 ic.7 156 IO.i. j i 43.F ^';.5 :4A ,... i' ik tO.; .£.3 .... A7 j 17.5 55 8 <: J i+:.r i 15.4 .:.r; c 2 �APPROX PROPERTY EXIST. CONC DOLPHIN - BOUNDARY EXT,. T) .i TO REMAIN 4j6. 4a ;) ': T59 201 .G_ - 2E "ic 14.9 ._.. E:5 j 1 Al DEMOLITiON PLAN - SOUTH LOCATION 6 SCALE: 1--120' - no PROPERTY RY EXIST. DAY MARKER #24 TO BE RELOCATED C DAY MARKER PHOTO 3 SCALE: NTS vNO 1. R MOVE EXISTING DAY MARKER #24 AND EXTRACT EXISTING TIMBER SUPPORT PILE. REINSTALL AT LOCATION AS INDICATED ON THE PROJECT DRAWINGS. 2. REMOVE EXISTING MOORING BUOY (4 TOTAL), INCLUDING BUOY, CHAINS, CONCRETE SINKERS, AND ANCHORS, AND DELIVER TO THE OWNER. RC4 MOORING BUOY PHOTO 3 SCALE: NTS 120' 0' 12V 24V SCALE: 1"=120' DESIGN CODES AND REFERENCES: 1. THE FOLLOWING CODES AND REFERENCES WERE UTILIZED FOR THE DESIGN OF THIS PROJECT: A. ACI (AMERICAN CONCRETE INSTITUTE), 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" B. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION), 9Th EDITION, 1989, "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN' C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS), 7-02, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' 0. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), 43,d EDITION, 2006, "ASTM STANDARDS IN BUILDING CODES" E. AWS (AMERICAN WELDING SOCIETY ). D1.1, 2006, 'STRUCTURAL WELDING CODE - STEEL' F. ICC (INTERNATIONAL CODE COUNCIL), 2009, "NORTH CAROLINA STATE BUILDING CODE (2006 INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS)' G. UFC (UNIFIED FACIUTIES CRITERIA), 2005. U.S. DEPARTMENT OF DEFENSE, "DESIGN: PIERS AND WHARVES' 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL REINFORCED CONCRETE MATERIALS SHALL BE PROPORTIONED, FABRICATED, DELIVERED, AND PLACED IN ACCORDANCE WITH ACI 318-08 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (1453 PCF). 3. CONCRETE MATERIALS. SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED. CEMENT SHALL BE TYPE II CONFORMING TO ASTM C 150. A. CIP CONCRETE ..........................4000 PSI ® 28 DAYS STRUCTURAL AND AAISCEUIONE0US STEEL' 1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ALL WELDING SHALL CONFORM TO AWS -01.1. UNLESS OTHERWISE NOTED. 2. ALL STEEL SHAPES, PLATES, MISCELLANEOUS FABRICATIONS, AND HARDWARE SHALL BE ZINC -COATED OR GALVANIZED BY THE HOT -DIP PROCESS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A 123 AND/OR ASTM A 153 AS APPLICABLE AFTER FABRICATION, UNLESS OTHERWISE NOTED. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZED COMPOUNDS, OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A 780. IN ADDITION, ALL EXPOSED THREADED SURFACES ON BOLTS AND ANCHORS SHALL RECEIVE TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF THE NUT. 3. STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. MISC PLATES, BARS & SHAPES........ ASTM A 572, OR 50. GALV, UON B. STEEL PIPE .................... ASTM A 53, GALV, LION C. HIGH -STRENGTH STEEL BOLTS ......... ASTM A 325, GALV, LION D. STEEL ANCHORS..................ASTM A 449, GALV, LION E. STEEL NUTS .................... ASTM A 563, GALV, LON & ANSI B18.2.2 F. STEEL WASHERS..................ASTM F 436, GALV, UON & ANSI 018.22.1 (TYPE A -PLAIN), ANSI B 18.21.1 (LOCKING) G. SS BOLTS/ANCHORS............... ASTM A 193 OR ASTM F 593, TYPE 316L H. SS NUTS.......................ASTM A 194 OR ASTM F 594. TYPE 316L & ANSI B18.2.2 I. SS WASHERS....................ANSI B18.22.1 (TYPE A -PLAIN), ANSI 818.21.1 (LOCKING), TYPE 316L FOUNDATION: 1. STEEL PIPE PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED ON THE DRAWINGS. IF THE MINIMUM TOP ELEVATION CANNOT BE ACHIEVED, THEN NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY. DRIVING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, ar USING HAMMER OF AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER MANUFACTURERS RECOMMENDATION FOR THE TOTAL WEIGHT OF THE PILE AND CHARACTER OF SUBSURFACE MATERIAL TO BE ENCOUNTERED. 2. STEEL PIPE PILES SHALL CONFORM TO THE FOLLOWING MINIMUM PROPERTIES, UON: A. 54'0 PIPE PILE ..... .. ....... ..ASTM A 252. OR 3 3. SPUDDING AND/OR JETTING OF PRESTRESSED CONCRETE PILES OR STEEL PIPE PILES WILL NOT BE PERMITTED. 3ilx-i?'c1...(}Cs.H1 4. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS N EXIST. MUDUNE i .I ® .. ac 'i 'S;. r,':, SOUNDING. TYP (WATER DEPTH l c n EXIST. ADJACENT PILOT DOCK BASED ON MLLW) �4 P CHANNEL WP #3 WP 'fl SETBXCR LIMIT ...... (L PILE (� PILE P6�jP3.16 'N 3 c. N 363227.61 269Y833.54 E 26%2480.41 . .. . .. . ..... PB 06 2 PB-05 !P 7 PS-09 1.9 PC, 14 15.- 15.41 2G.2 15A ii. 20•_Z 2'j 5 14.7 4 1=0 5.B q.4 I -A. AP ROX LOCATION F PO-04 EXIST. MUDLINE 5 12, OC 50 0 . . 0 -0 SOUNDING, TYP so RING F ps 3 BORING L� 0 9 ct SHEETS TS 9 L�' 10 EE� 2'." iV ;�.l 4 P. 7 (WATER DEPTH B-0 EE b BASED ON ML 11.9 12,1 i 1 13 1 C.1 I 31� 12., 15 1�' 20, 1.9 CHANNEL SETBACK LIMIT o EAST LIMIT OF FEDERAL CHANNEL-/", .3 415 STEEL PIPS MONOP,44. I 12-3 1T2 45. 14.6 1 APPROX LOCATION Al I TYP, SEE WEST LIMIT OF 171c' 141.4 PB38 OF SHORELINE FEDERAL CHANNEL 4 le., -02 4- -P �131-07 STEEL PIPE MONOPILE. APPR OCATIO�,,CF 3 i OX L 0 0 5.a 1! -.0 i 11, SEE SOIL BORING, TYP, 'POR SOIL BORI P. '5 S Al L BORING LOG, 1 4 !,r.7 ZP.S -1 lk 3 5 22 SHEETS 9 10 t 7w - ..'1. 5 165 PILE BENT z- WP #4 DESIGNATION. TYP N� Wp' 42 1', q PILE PILE BENT (il PILE 6 N 35981746 DESIGNATION, TYP IL N • 362680.57 1 EXST'UMIT'dF9 16.1 1 F 'C E 269316*4.86 PILE ROW "�/-FEDERAL CHANNEL DEISGNA71ON E 2692537.38 5. IPILE ROW I APPROX PROPERTY 44.. 42.2 15.0 .5 BOUNDARY 80,-0"* 166 APPROX PROPERTY BOUNDARY EXT, TYP 1-3 EXIST. NAMGATJON BUOY 626 432 SF, 6 24 f? i 5 1; !-.4 APPROX LOCATION NOTE- 14.� 20 7 LOCATION FOR REINSTALLATION OF j.SOF EXI�T. CONC DOLPHIN EXISTING DAY MARKER #24 SHALL I BE COORDINATED WITH THE OWNER. AUG 2 2 2013 ff At NORTH FLEETING AREA - PLAN rA4-\ SOUTH FLEETING AREA - PLAN 120r 120 240' \12� SCALE: 1--120* DCM-MRD CITTY SCALE. 1"-120' SCALE: 1" 120' ...... STRUCTURAL PLANS NEWPORT RIVER TING XI ljlvjl� BARGE FLEETING AREA CAJ10UNA APPLICATION BY: MOFFATT & NICHOL hdhqNORTH CAROLINA STATE PORTS AUTHORITY MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88 SHEET 6 OF 10 DATE: JULY 2013 SEAL END W/ 1/2• STL CAP PLATE, TYP- PILE TOP EL +24.00 II II (NAVDBB) it II II II II I AV -NA I HALF STL PIPE I I RUB STRIP, TYP I I I II I I STABBING POINT STABBING PORTION DRIVEN PORTION r'BlN RUB STRIP \11T SCALE ,•�,•-0- SECTION A —A SECTION B-B NOTES: 1. RUB STRIPS SHALL BE SHOP WELDED TO STABBING PORTION OF PIPE PILE AND COMPLETELY SEALED WITH STEEL CAP PLATES. 2. RUB STRIPS ON DRIVEN PORTION OF PILE SHALL BE BOLTED TO PIPE PILE IN THE FIELD. n n 11 \� 1l 1 STL TAB PLATE • u+ WELDED TO RUB STRIP, TYP PIPE PILE HALF STL PIPE RUB STRIP PLAN �RCEivc AUG 2 u ZQQ ,ock'ReW car ELEVATION c4 CONNEcnON B SCALE NTS SS MECHANICAL HOR, TYP THICK TAB IE. TYP r-o• o'-o• ,'-o• z'-o- SCALE: BORING PB-01 GEurGLwVIfFL INGxFEWMl YNl1 -.. +�NfAOr BpgF(fA gEPoPrI i r.• �r� III - I . `i III BORING PB-03 a� xrmracar[cxmuLexrvxrnawn oxrr L, �soaeaoerrt_ vo�_ .. w _I -T— w_ BORING PB-02 ORING PB-04 ,/� xcooroevrtau+w.exclxrFrtwe wur 5.. - Ft a li I BORING PB-05 BORING, PB-06 ;:, xcomceorealmeu exaxrtawcuwr -. BORING PB-02 ORING PB-04 ,/� xcooroevrtau+w.exclxrFrtwe wur 5.. - Ft a li I BORING PB-05 BORING, PB-06 ;:, xcomceorealmeu exaxrtawcuwr -. ZT- NAVIGATION LIGHT HALF STL PIPE RUB STRIP. TYP 0' MOORING BOLLARD, TYP SEE BARGE BERTHING LINE, TYP ELEVATIC PLAN STL CAP PLATE 64"0: FOR NAVIGATION SELF CONTAINED SOLAR SELFLIGHT, PIPE I SEE NOTE 2 POWERED NAVIGATION h SEE / ��g � e LIGHT ®BENTS 1 & 6 ONLY, PILE TOP EL +24.00 (NAVD88) SIDE FACING MOORING -BOLLARD, TYP, SEE C4 9( 1 7 tUHAILFSSTLTRIPPIPE SEE B� STABBING EL +2.50 (NAVD88) MHHW El +1.46 (NAVD88) L_ _J FIELD STABBING POINT, SEE C2 MLLW EL -2.08 (NAVD88) PEN, UT NOTE, CONTRACTOR SHALL CUT TOP OF PILE SQUARE AND GRIND SMOOTH FOR SPLICE WELDING. CONTRACTOR SHALL ESTABLISH STABBING POINT ELEVATION AS NECESSARY FOR INSTALLATION PROCEDURE AND PILE DRIVING EQUIPMENT EMPLOYED. SUBMIT PROPOSED FIELD STABBING POINT ELEVATION FOR APPROVAL PRIOR TO COMMENCING FABRICATION. C2 FIELD STABBING POINT \11: SCALE: 1•=1'-0' 12"0 SCH 40 STL /'C-4N SIDE FACE BOLLARD ] SCALE: LIGHT -12"0 HOLE FOR PUMPING CONC 54"0 x 3/4" WT STL CAP STL PIPE PILES LLPLAN PLATE -r= PIPE PILE BELOW -11.00 EXIST. MUDUNE, o EL VARIES-=--� ` z PILE TIP EL -76.00 (NAVD88) NOTES: 1. CONTRACTOR SHALL PROVIDE AN AUTOMATIC POWER PHAROS MARINE CLASS C SINGLE LIFT ASSEMBLY OR APPROVED EQUAL. OPTIC COLOR AND CHARACTERISTICS SHALL BE FIXED RED. 2. FORBENTSWITHOUT NAVIGATION LIGHT. OMIT STEEL CAP PLATE AND CREATE ROUNDED TOP FOR DRAINAGE WITH CONCRETE FILL. ELEVATION /'AiN STEEL PIPE MONOPILE 6 SCALE: 1/2•=1'-O' I'll 1/2" TH STABBII ELEVATION A2 STABBING PLATE SCALE NTS IPE PLAN 1/2` THICK STL 11L-..-----1/2" CAP PLATE I "r PIPE PILE I I 1 I i I AUG 2 m 20113 ELEVATION ut 1 Ci 64 - STEEL CAP PLATE ] SCALE: NM TE PIPE P '0 z-0' 0•-0• 2'-0' 4'-0' SCALE: 1/2"-V-O" r-V 0'-0" I'-0' 2'-0' SCALE: 1"=1'-O" 6' 0'-0• 3' G" SCALE: 3"=1'-O" WDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvarla, III Governor Director Secretary September 30, 2013 E. Lynn Hudson Tide Lines LLC 1450E. Arlington Blvd. Greenville, NC 27858 Dear Sir: Thank you for your letter dated August 27, 2013 concerning the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. As you may be aware, the Division of Coastal Management is coordinating a multi -agency state and federal review of the proposal. I can assure you that your comments will be examined and taken into consideration prior to the Division taking final action on this permit application, and you will be informed of this final action. The Division appreciates you taking the time to comment on this application, and your letter will be added to the official permit application file for this project. Please feel free to contact me at (252) 808-2808, if you should have any additional concerns relating to this project. Sincerely, T Darnel M. Govoni Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-2808 \ FAX: 252-247.3330 Internet: www.nccoastalmanaaement.net An Equal Opportunity IAffirmative Action Employer 9280' R North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis John E. Skvarla, III Governor. Director Secretary September 30, 2013 Mr. Neal Littman Morehead City Yacht Basin Association 208 Arendell Street Morehead City, NC 28557 Dear Mr. Littman: Thank you for your letter dated August 22, 2013 concerning the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. As you may be aware, the Division of Coastal Management is coordinating a multi -agency state and federal review of the proposal. I can assure you that your comments will be examined and taken into consideration prior to the Division taking final action on this permit application, and you will be informed of this final action. The Division appreciates you taking the time to comment on this application, and your letter will be added to the official permit application file for this project. Please feel free to contact me at (252) 808-2808, if you should have any additional concerns relating to this project. Sincerely, Daniel M. Govoni Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.nccoastalmanaoement.net An Equal Opportunity \ Affirmative Action Employer OUR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis Governor Director September 30, 2013 Mr. Mason Williams Williams 42, LLC 8300 Heath Park Suite 217 Raleigh, NC 27615 Dear Mr. Williams: John E. Skvarla, III Secretary .Thank you for your letter dated August 26, 2013 concerningn the Coastal Area Management Act (CAMA) Major Development Permit application submitted by the North Carolina State Ports Authority, in Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. As you may be aware, the Division of Coastal Management is coordinating a multi -agency state and federal review of the proposal. I can assure you that your comments will be examined and taken into consideration prior to the Division taking final action on this permit application, and you will be informed of this final action. The Division appreciates you taking the time to comment on this application, and your letter will be added to the official permit application file for this project. Please feel free to contact me at (252) 808-2808, if you should have any additional concerns relating to this project. Sincerely, Daniel M. Govoni Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone; 252-808-2808 \ FAX: 252-247-3330 Internet: www.nccoastalmanaoement.net An Equal Opportunity 1 Affinnalive Action Employer �AMIM, NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Braxton C. Davis Governor Director September 30, 2013 Ms. Peggy Scarboro 114 Rochelle Drive Morehead City, NC 28M Dear Ms. Scarboro: John E. Skvarla, III Secretary Thank you for your letter concerning the Coastal Area Management Act (LAMA) Major Development Permit application submitted by the North Carolina. State Ports Authority, in Carteret County. In the application, North Carolina State Ports Authority is requesting to construct two barge fleeting areas. As you may be aware, the Division of Coastal Management is coordinating a multi - agency state and federal review of the proposal. I can assure you that your comments will be examined and taken into consideration prior to the Division taking final action on this permit application, and you will be informed of this final action. The Division appreciates you taking the time to comment on this application, and your letter will be added to the official permit application file for this project. Please feel free to contact me at (252) 808-2808, if you should have any additional concerns relating to this project. Sincerely, f Daniel M. Govoni Asst. Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-3421 Phone: 252-808-28081 FAX: 252-247-3330 Internet: wvvw.nccoastaimanagement.net An Equal Opportunity lA(fi;mative Action Employer August 26, 2013 Objecting and/or Concerned Parties for the NC State Ports Authority Project • Williams 42, LLC (received on 8/26/13) 8300 Health Park Suite 217 Raleigh, NC 27615 (919)926-2019 11 mSL6/lM �'UG 010< rJ t �� CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICAT!ON/WAIVER FORM Name of Property Owner: North Carolina State Ports Authority Address of Property: 113 Arendell St. Morehead City NC 28557 (Lot or Street #, Street or Road, City & County) Agent's Name #: Agent's phone #: Todd C Walton 910-251-5678 Mailing Address: PO Box 9002 Wilmington NC 28402 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. I have no objections to this proposal. V I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmanaoement.net/contact dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) RECEIVED do wish to waive the 15' setback requirement. AUG 2 3 2013 —SV�- I do not wish to waive the 15' setback requirement. (Property Owner Information) /- "C Si azure Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 City/State/Zip 910-251-5678 Telephone Number �nAR-1�IL(T, C,TY (Adjacent Property Owner Information) rok 01VRt#f66AD eITY YACHT 8h514 4$50efftlov Signature 1441- LITTMAIJ � a&J4,e 1- AUA)A6CA Print or Type Name 208 AAWDf cL, STR6Et' Mailing Address f1f9JL4ryE,tD ef7-Y _ AIC 2955 City/State/Zip 252 - 724 - 6S62 MRRrnfA 252-t659 2615 crt/ Telephone Number Date 2 2 +7NGu5-r Zo 13 Date Revised 6/182012 ON Mr-1 APPLICATION for major Development Permit (last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) North Carolina State Ports Authority Barge Fleeting Area Applicant 1: First Name MI Last Name Jeffrey E Miles Applicant 2: First Name MI Last Name If additional applicants, please attach an additional pages) with names listed. Mailing Address Po Box City State 9002 Wilmington NC ZIP Country Phone No. FAX No. 28402 us 910- - 343 --[Wilmington - 6430 ext. 910--343--6237 Street Address (A different from above) City State ZIP 2202 Burnett Blvd NC 28401- Email jeff.miles@ncports.com 2. Agent/Contractor Information 8 RECEM Business Name North Carolina State Ports Authority AUG 2 8 Z013 Agentl Contractor 1: First Name MI Last Name Todd C Walton DC"f't^'.DC'TY Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City Stale 9002 Wilmington NC ZIP Phone No. 1 Phone No. 2 28402 T 910-251-5678 ext. - - ext. FAX No. Contractor N 910 251 5686 Street Address (if diNerent from above) City State ZIP 2128 Burnett Blvd Wilmington NC 28401 - Email todd.walton@ncports.com <Form continues on back> 2 5 2 - 8 0 8 - 2 6 0 8 .. 1 888-4RCOAST .. www.nccoaslalmanagement,net Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Carteret NA NA Subdivision Name City State Zip NA Morehead City NC 28557 - Phone No. Lot No.(s) (if many, attach additional page with list) - - ext. NA, I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak Newport River/Bogus Sound c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade ❑Unknown Bogue Sound e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes ONO work falls within. Morehead City/Newport River 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) NA Southern area 88,660 Northern area 57,200 both below NHW c. Size of individual lolls) d. Approximate elevation of tract above NHW (normal high water) or NA NWL (normal water level) (If many lot sizes, please attach additional page with a list) NA ❑NNW or ❑NWL e. Vegetation on tract RECEMIJ NA AUG 2 3 2013 f. Man-made features and uses now on tract There are currently no structures in the Northern area. 11±± 1,+ r�. The Southern area is currently permitted as X fav*mWarea g. Identify and describe the existing land uses adiamnt to the proposed project site. Northern location -The site is adjacent to Marsh Island, a dredge disposal site to the west. The Port of Morehead City is located to the South. Southern location - The site is adjacent to Radio Island which is owned by the NCSPA and has a liquid bulk facility located on it. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? NA (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? <Form continues on next page> APPLICATION for Form DCM MP-1 (Page 3 of 4) Major Development Permit m. (i) Are there wetlands on the site? ❑Yes ®No (ii) Are there coastal wetlands on the site? ❑Yes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ONO (Attach documentation, if available) n. Describe existing wastewater treatment facilities. NA RECEIVED o. Describe existing drinking water supply source. A U G 2 NA p. Describe existing storm water management or treatment systems. r x t TY NA 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The area will be used to moor barges while wailing for transport. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The installation of the pilings will be performed by a barge mounted crane. The piling will be driven using blows. No jetting or dredging is associated with this project. d. List all development activities you propose. Installation of 12 Mooring piles, 8 in each fleeting area. Exisitng Mooring buoys will be removed. An existing day marker ( #24) will be relocated per USGC direction. The relocation of the day marker will not be performed until instructeions from the USCG are obtained. The letter will be provided to NC DCM as soon as it is received. e. Are the proposed activities maintenance of an existing project, new work, or both? both; maintenance on the southern area and new work on Northern area and Southern area f. What is the approximate total disturbed land area resulting from the proposed project? 95.4 per mooring area / 190.8 total ®Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. NA i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ®No ❑NA j. Is there any mitigation proposed? ❑Yes ®No ❑NA If yes, attach a mitigation proposal. <Form continues on back> Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Addidonal /nfonnadon In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (Q are always applicable to any major development application. Please consult the application instruction booklet on how to propedy prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. a. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name Phone No. Address M- SEE LIST .97Tli CW,5l Tb No or -- Name APP/ c p tic., - Tw Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee. and issuing dates. NCSPA CAMA Pernit 112-26 issued 9l4/1996 USACE GP pemit#198000291 issued 2/11/1991 Is. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. to Enter on 1 understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that 1 am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. 1 further certify that the information provided in this application is truthful to the best of my knowledge. Date /1'AO6 Zo1.4 Print Name _Jeffrey E Miles Signature Please indicate application attachments pertaining to yo r posed project. ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ®DCM MP-4 Structures Information AUG 2 3 2013 DC3i!-'-vam TY 1-5 <vli li .. I Sd 4aa."A .ii .. N'.v.. ac c o,.l[a,, ,,, p% a jet ( n is nt.., e( List of names and complete addresses of adjacent riparian property owners notified United States Army Reserve Attn: Commanding Officer 410 Fisher Street Morehead City, NC 28557-4239 IuL4'I:I1111SsI 2645 Temples Point Rd Havelock NC 28532 NC Railroad Company 2809 Highwoods Blvd Suite 100 Raleigh NC 27604 Sea Spray LLC 113 Arendell St Rm 112 Morehead City NC28557 Williams 42 LLC 8300 Health Park Suite 217 Raleigh NC 27615 George Rubin Hall III 207W Drewry Ln Raleigh NC 27609 Radio Island Marina Club Inc 156 Radio Island Rd Beaufort NC 28516 Radio Island Yacht & Boating Club 156 Radio Island Rd Beaufort NC 28516 Rodney Ashworth 424 Moultonboro Ave Wake Forest NC 27587 RECEIVED AUG IS 2013 DCM•MADCITY Tide Lines Inc 1450 E Arlington Blvd #A Greenville NC 27836 Eric and Jasa Ellis 205 Nottingham Ln Morehead City NC 28557 Peggy Scarboro 114 Rochelle Dr Morehead City NC 28557 # RECEIVED AUG 2 3 2013 DCNI-rtI3D CrrY Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. !. DOCKING FACILITY/MARINA CHARACTERISTICS ®This section not applicable a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public? ®Commercial ❑PubliciGovernment ❑Private/Community ❑Yes ONO c. (i) Dock(s) and/or pier(s) (ii) Number NA (iii) Length NA (iv) Width NA (v) Floating ❑Yes ONO e. (i) Are Platforms included? ❑Yes ONO If yes: (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes ONO Note: Roofed areas are calculated from dripline dimensions. d. (i) Are Finger Piers included? ❑Yes ONO If yes: (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes ONO f. (i) Are Boatlifts included? ❑Yes ONO If yes: Ili) Number _ (iii) Length _ IN) Width g. (i) Number of slips proposed h. 6 barges north of bridge (ii) Number of slips existing 45 existino slios in the south area - this will be reduced to 9 barges south of the bridae i. Check the proposed type of siting: ❑ Land cut and access channel ❑Open water; dredging for basin and/or channel ®Open water; no dredging required ❑Other; please describe: Check all the types of services to be provided. ❑ Full service, including travel lift and/or rail, repair or maintenance service ❑ Dockage, fuel, and marine supplies ❑ Dockage (wet slips") only, number of slips: ❑ Dry storage; number of boats: _ ❑ Boat ramp(s); number of boat ramps: ® Other, please describe: Only barges will be moored in the area: no loading or unloading will take place in the barge mooring area j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). Barges RECEIVED AUG 2 3 2013 DCN!-N'HD CITY .` 180d-'Y.L)8-; 1-tl:48 =:'7 (,U if : v', I.i-,I:.,n?'It::-r r_''di'-.•tf t)'_" Ji Form DCM MP-4 (Structures, Page 2 of 5) k. Typical boat length: 2Wx 52.5 I. (i) Will the facility be open to the general public? ❑Yes ®No m. l) Will the facility have tie pilings? ®Yes ❑No (ii) If yes number of tie pilings? 12 total - 6 south of the bridge 6 north of the bridge 2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: _; Location: ❑ Showers ❑ Boatholding tank pumpouk Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. C. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge" signs proposed. (ii) Give the location and number of "Pumpout Available" signs proposed. I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. Give the number of channel markers and "No Wake" signs proposed. i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live -aboard dockage? RECEIVED k. Describe design measures that promote boat basin flushing? _..._ 1 .. ; 3 I t ia" :v .5 f , r.ri,nac.� r. , •nt vt 1 - - ;i Form DCM MP-4 (Structures, Page 3 of 5) 1. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes ONO n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ®No o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) ®This section not applicable a. (i) Is the boathouse structures): ❑Commercial ❑PublictGovernment ❑Private/Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dnpfine dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-Z Excavation and FA) ®This section not applicable a. (i) Number (ii) Length (iii) Width 5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable a. Length _ b. Average distance from NHW, NWL, or wetlands c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS ❑This section not applicable a. Is the structures): b. Number 12 Pilings ®Commercial ❑PublidGovernment ❑Private/Community RECEIVED AUG 2 3 2013 DW N"MclrY Form OCM MP-4 (Structures, Page 4 of 5) C. Distance to be placed beyond shoreline Southem +/- 238': Northern 360'+/- Note: This should be measured from marsh edge, if present. e. Arc of the swing Barges will be lashed at both ends therefore there will not be an arc of the swing 7. GENERAL a. Proximity of structure(s) to adjacent riparian property lines The southern area is 75' from the adjacent riparian property line Note: For buoy or mooring piling, use arc of swing including length ofvessel. c. Width of water body Southern area 1500+/- ft: Northern Area +/-3100ft e. (i) Will navigational aids be required as a result of the project? ®Yes ❑No ❑NA (ii) If yes, explain what type and how they will be implemented. Blinking lights will be fixed on top of the outer pilings d. Description of buoy (color, inscription, size, anchor, etc.) Piles will be black, 54" in diameter, with the end piles having navigation aids (lights) attached. The top of the piles will be 22.04' above MHW. Marker lights will be attached to the perimeter barges. b. Proximity of structure(s) to adjacent docking facilities. Southern Area-148'+/- to docking pilots dock d. Water depth at watewrard end of structure at NLW or NWL Northern area +1-15' Southern area +/-19' RECEIVED AUG 2 3 Z013 DCV-N° DCT_TY e 'l iO3i 1808 ': 1888-4RCOA, r :: ,vviw r, �v) a sta l man igement.net revisal: I t '<r nti r )tin OCM AP 4 ; itnr.:fr,. ., s, ?:.,.pc .i .f i) 8. OTHER ❑This section not applicable a. Give complete description: Twelve (12) black steel piles will be driven into the river bottom by way of blows for the purpose of establishing 2 barge mooring areas. One west of Radio Island (southern) with six (6) piles and one east of Marsh island (northern) using 6 piles. There will be no dredging or jetting associated with this project. The southern mooring area was permitted in 1996 but with the use of buoys for mooring and was permitted for the mooring of 45 barges. This new project will remove the exisitng buuys and replace them with piles. The southern area will have the capability to moor 9 barges. The northern area will be an additional mooring area, with the capability to moor 6 barges. Navigation aid lights will be fixed upon the piles on each end of mooring areas. Marker lights will also be attached to the moored barges. 15 August 2013 Date NCSPA Barge Fleeting Area Project Name Jeffrey E. Miles, Acting Executive Director NCSPA Applicant Name A IiW (gnat RECEIVED AUG 2 3 2913 ^CM-NIND CITY NORTH CAROLINA PORTS � Mark Blake, P.E. Director of Engineering and Maintenance Certified Mail August 15, 2013 MCYB LLC 2645 Temples Point Rd Havelock NC 28532 Subject: CAMA Permit Request Notification Barge Fleeting Area North Carolina State Ports Authority Morehead City, Carteret County Dear Sirs, The North Carolina State Ports Authority (NCSPA) has applied for a CAMA Major Permit. This permit will allow the NCSPA to establish a barge fleeting area off the western shore of Radio Island north of Aviation Fuel Terminal and also east of Marsh Island north of the entrance to the canal leading to Calico Creek. As an adjacent riparian property owner, the NCSPA must notify you of this proposed development. Enclosed, please find the Division of Coastal Managements Adjacent Riparian Property Notification/ Waiver Form. Please return this form per instructions contained within the form. This certified letter's receipt will be forwarded to the Division of Coastal Management, verifying notification. Sincerely, North Carolina State Ports Authority Todd C Walton RECEIVED Environmental Supervisor AUG 2 3 Z013 Cc: NC Division of Coastal Mgt DC9r-MT1D C?TY Nun, Carolina State Ports Authority • 2202 Burnett Boulevard - PO Box 9002 • Wilmington, NC 28402 • www.neports.com Morehead City Yacht Basin Association 208 Arendell Street Morehead City, NC 28557 252-726-6862; 252-726-1939 fax NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Dear DCM: 22 August 2013 RECEWED AUG 23 2013 DCM-MAD CITY Morehead City Yacht Basin Association, owners of the docks and property at 208 Arendell Street, Morehead City and located adjacent to the NC State Port at Morehead City does object to the granting of the permit for the Barge Fleeting Area(s) in the Newport River. The NC State Port has filed a CAMA permit application for two barge fleeting facilities (fifteen barges, total) to be constructed in the Newport River. One will be adjacent to Radio Island just south of the Morehead City Pilot's Association dock and the other would be north of the Morehead City - Beaufort High Rise Bridge in the Newport River, just north of Calico Creek and adjacent to and east of the existing spoil island. The application for the CAMA permit does not mention what the barges will contain. According to the NC State Port, the customer is Nucor Steel and the product to be transported is Direct Reduced Iron ("DRI"). The DRI would be brought in on freighters and transferred to barges at the Morehead City State Port for further shipment on the ICW north to the Nucor Steel factory in Hertford County, NC. This process allows the steel producers considerable cost savings as they can utilize less costly natural gas in producing the DRI or "sponge iron", an intermediate step in making steel products. There are some problems with Direct Reduced Iron or sponge iron, in that it is pyrophoric and requires special handling and protection. It is prone to spontaneous combustion at temperatures as low as 130 degrees Fahrenheit or when exposed to humidity or water. There will have to be considerable investments in purchasing inert gas (nitrogen or similar) equipment and training to deal with potential emergency situations. Since the NC State Port relies on the Morehead City Fire Department for all of the needed fire protection there should be some kind of funding mechanism for the needed additional training and equipment prior to any CAMA approval of the permit. If this CAMA permit application is approved without considerable restrictions, there is nothing to prevent some other noxious or nasty material or process (including PCS sulfur activities) from being performed on waterborne barges in the same locations. The Towns and County have NO jurisdiction over any activity on the barges. Morehead City Yacht Basin Association opposes the permit for the barge fleeting areas in the Newport River for the following reasons: 1. The NCSPA permit application includes incorrect statements on Form DCM MP-4 (n) and (o) regarding shellfish harvesting areas and the applicant denies that the project is adjacent to coastal wetlands/marsh areas. The shellfish area on the north side of the Radio Island causeway is one of the most popular areas for the subsistence harvesting of oysters in Carteret County. The Northern most barge fleeting area is immediately adjacent to coastal wetlands/marsh areas as you can see quite plainly on aerial photographs. 2. The applicant needs to provide additional information regarding the material(s) on the barges, their intrinsic hazards and the measures taken to mitigate risk to the environment and the public. 3. If, as reported by the NC State Port, the cargo is Direct Reduced Iron (sponge iron), do the emergency and fire responders have adequate training and equipment to deal with the special hazards created by this pyrophoric material? If Morehead City Fire Department is the responder, how is their specialized training and equipment funded? 4. If it is to be approved, the permit should be limited to the mooring of transport barges only and not allow any waterborne or on vessel processing or treatment of materials. The application for the permit (as currently written) would allow, if it were granted, noxious activities and processes to take place on the barges even if that same activity or process was not allowed on shore at the Morehead City State Port. 5. When tug(s) or pusher vessels are active or are setting up a tow in the barge fleeting areas, they must not extend into or block any of the adjacent navigable channels. Movement of vessels on the adjacent waters must not be restricted in any way. The unencumbered navigation and free passage of vessels in the existing channels and waterways, including Calico Creek and the Intracoastal Waterway is critical. The permit application is silent on these matters. Please call us if you have any questions. for Morehead City Yacht Basin Association: OjOMN Neal Littman, General Manager enclosure: DCM application form RECEIVED AUG 2 3 2013 DCM-MuD CITY )l rect Reduction plant nttp: / / www. Ko oe lco.co.jp/ p i uts/ an/ inaexe.ntn F1 Ij ra r j J t1 s ti- RECEIVED AUG 2 9 2013 DCM-MHD CITY Direct Reduction is an iron making process for the new era, which utilizes natural gas to reduce iron ore to produce Direct Reduced Iron (DRI). As Direct Reduction Plants are not built on the same, enormous scale as Blast Furnaces, their investment costs are lower, and they have been mainly constructed in developing countries where natural gas is relatively inexpensive. Recently, however, even in developed countries, such as the United States, Direct Reduction Plants are drawing more and more attention as a way to provide a stable supply source of pure iron, substituting steel scrap. Recently, while the production of steel via the Blast Furnace route are increasing only slightly, production via the Direct Reduction Plant route have dramatically increased. (From around 800,000 tons per year in 1970 to around 55,000,000 tons per year in 2005.) Of several Direct Reduction processes producting DRI, the MIDREX1" DR Process, which was developed and is owned by Midrex Technologies, Inc., a wholly —owned subsidiary of Kobe Steel, accounts for about 60% of world wide rodution. I oft 8/19/2013 2:14 PI 9irect Rgduction Plant http://www.kobelco.co.jp/pIUB/ciri/inclexe.htr As a licensee of the MIDREX® DR Process, Kobe Steel has supplied -ianv MIDREXT" DR Plants all over the world. We take pride in the `act that our plants are able to perform at or above capacity with smooth and stable operations. In recent years, Kobe Steel together with Midrex have developed our own new process, the "FASTMET® Process" taking a step forward into a new field of Direct Reduction. Please conLacL Lhe following for more informaLion.: Iron Unit Division Engineering Business inquiries -) jai—)IInoso To home of' Engineering I To Home of Kobe Steel, Ltd. RECEIVED AUG E 3 2013 I;MMmD Crly oft 8/19/2013 2:14 PI UI rect reduced irpn - Wikipedi a, the free encyclopedia http://en.vAldpedia.org/vAId/Direct-reduced-iro Dear Wikipedia readers: We are the small non-profit that runs the #5 website in the world. We have only 150 staff but serve 500 million users, and have costs like any other top site: servers, power, programs, and staff. Wikipedia is something special. It is like a library or a public park. It is like a temple for the mind, a place we can all go to think and learn. To protect our independence, we'll never run ads. We take no government funds. We survive on donations averaging about $30. Now is the time we ask. If everyone reading this gave $3, our fundraiser would be done within an hour. If Wikipedia is useful to you, take one minute to keep it online and ad -free another year. Please help us forget fundraising and get back to Wikipedia. Thank you. sintering plants in an integrated steel plant are Contents ■ 1 Process ■ 2 Problems ■ 3 History ■ 4 Uses ■ 5 See also ■ 6 References ■ 7 External links Process • One-time Monthly` $3 $5 $10 $20 .$30 -$50 $100 $ Credit Card PayPal Amazon olluting and expensive units. RECEIVED AUG 2 3 2013 Dc!: !i_mjC1"V Direct reduction, an alternative route of iron making, has been developed to overcome some of these difficulties of conventional blast furnaces. DRI is successfully manufactured in various parts of the world through either natural gas or coal -based technology. Iron ore is reduced in solid state at 800 to 1,050 °C (1,472 to 1,922 OF) either by reducing gas (H2+CO) or coal. The specific investment and operating costs of direct reduction plants are low compared to integrated steel plants and are more suitable for many developing countries where supplies of coking coal are limited. The direct reduction process is energy efficient, but most competitive with the blast furnace when it can be integrated with electric furnaces to take advantage of the latent heat in the DRI product. 121 t of4 8/19/20132:15 Pt u14ec1 reaucea irV n - wuapeaia, me Tree encyciopeam nu:p:/ / en.wi mpeuia.urg/ wi m/ uunci-i cuuLeu-a u Factors that help make DRI economical: ■ Direct -reduced iron has about the same iron content as pig iron, typically 90-94% total iron (depending on the quality of the raw ore) as opposed to about 93% for molten pig iron, so it is an excellent feedstock for the electric furnaces used by mini mills, allowing them to use lower grades of scrap for the rest of the charge or to produce higher grades of steel. ■ Hot-briquetted iron (HBI) is a compacted form of DRI designed for ease of shipping, handling, and storage. ■ Hot Direct Reduced Iron (HDRI) is iron not cooled before discharge from the reduction furnace, immediately transported to a waiting electric arc furnace and charged thereby saving energy. ■ The direct reduction process uses pelletized iron ore or natural "lump' ore. One exception is the fluidized bed process which uses (requires) sized iron ore particles. Select few ores are suitable for direct reduction. ■ The direct reduction process can use natural gas contaminated with inert gases, avoiding the need to remove these gases for other use. However, any inert gas contamination of the reducing gas lowers the effect (quality) of that gas stream and the thermal efficiency of the process. ■ Supplies of powdered ore and raw natural gas are both available in areas such as Northern Australia, avoiding transport costs for the gas. In most cases the DRI plant is located near natural gas source as it is more cost effective to ship the ore rather than the gas. ■ this method produces 97% pure iron. India is the world's largest producer of direct -reduced iron, a vital constituent of the steel industry.2011 DRI Statistics (http://www.midrex.com/uploads/documents /MidrexStats2011-6.7.12.pdf) Many other countries use variants of the process, so providing iron for local engineering industries. Problems Directly reduced iron is highly susceptible to oxidation and rusting if left unprotected, and is normally quickly processed further to steel. [citation needed] The bulk iron can also catch fire since it is pyrophoric.[3] RECEIVED History Main article: Bloomery AUG 2 3 2013 ✓,V.-.Y.-.:J O j Producing sponge iron and then working it was the earliest method used to obtain iron in the Middle East, Egypt, and Europe, where it remained in use until at least the 16th 2 of 8/19/2013 2:15 Pt )i rect reduced iron - wiwpema, the tree encyaopeaia century. There is some evidence that the bloomery method was also used in China, but China had developed blast furnaces to obtain pig iron by 500 BCE. The advantage of the bloomery technique is that iron can be obtained at a lower furnace temperature, only about 1,100°C or so. The disadvantage, relatively to using a blast furnace, is that only small quantities can be made at a time. Uses Sponge iron is not useful by itself, but can be processed to create wrought iron. The sponge is removed from the furnace, called a bloomery, and repeatedly beaten with heavy hammers and folded over to remove the slag, oxidise any carbon or carbide and weld the iron together. This treatment usually creates wrought iron with about three percent slag and a fraction of a percent of other impurities. Further treatment may add controlled amounts of carbon, allowing various kinds of heat treatment (e.g. "steeling"). Today, sponge iron is created by reducing iron ore without melting it. This makes for an energy -efficient feedstock for specialty steel manufacturers which used to rely upon scrap metal. See also • Hadeed ■ Libyan Iron and Steel Company RECEIVED ■ Mobarakeh Steel Company ■ Qatar Steel AUG 2 3 2013 ■ Steel mill DC.'✓--3'_gD TY References 1- Valipour MS, and Saboohi, Y, "Numerical investigation of nonisothermal reduction of hematite using Syngas: the shaft scale study", Modelling Simul. Mater. Sci. Eng.15(5) p.487, 2007. (http://iopscience.iop.org/0965-0393/15/5/008) 2- Valipour, MS, "Mathematical Modeling of a Non -Catalytic Gas -Solid Reaction: Hematite Pellet Reduction with Syngas", Scientia Iranica, 16(2c), 108-124, 2009. (http://sid.ir /en/VEWSSI D/J_pdf/955200902C10.pdf) ^ "What is direct reduced iron (DRI)? definition and meaning' (http://www.businessdictionarycom/definition/direct-reduced-iron-DR1.htmi). Businessdictionary.com. Retrieved 2011-07-11. ^ R. J. Fruehan, et al. (2000). Theoretical Minimum Energies to Produce Steel (for Selected Conditions) (http://wwwl.eere.energygov/manufacturing/resources/steel 3 of 4 8/19/2013 2-15 P Arect reduced iron - Wildpedia, the free encyclopedia http://en.vAiapeaia.org/wna/wect reauceu_uui /pdfs/theoretical_mini mum _energies.pdf) 3. ^ Hattwig, Martin; Steen, Henrikus (2004), Handbook of explosion prevention and protection (http://books.google.com/books?id=ws3gOzBGLV8C&pg=PA269), Wiley-VCH, pp. 269-270, ISBN 978-3-527-30718-0. External links Retrieved from "http://en.wikipedia.org/w/index.php?title=Direct_reduced_iron& oldid=568477214" Categories: Hydrogen technologies Iron Metallurgical processes ■ This page was last modified on 14 August 2013 at 08:41. ■ Text is available under the Creative Commons Attribution-ShareAlike License; additional terms may apply. By using this site, you agree to the Terms of Use and Privacy Policy. Wikipedia® is a registered trademark of the Wikimedia Foundation, Inc., a non-profit organization. RECEIVED AU6 2 3 2013 4 of 4 8/19/2013 2:15 P map.// w.n./ ry.vpuu.. Pyrophoricity From Wikipedia, the free encyclopedia (Redirected from Pyrophoric) A pyrophoric substance (from Greek RvpoT6poS, pyrophoros, "fire -bearing") is a substance that ignites spontaneously in air at or below 54.55 °C (130.19 °F)".[11 Examples are iron sulfide and many reactive metals including uranium, when powdered or thinly sliced. Pyrophoric materials are often water - reactive as well and will ignite when they contact water or humid air. They can be handled safely in atmospheres of argon or (with a few exceptions) nitrogen. Most pyrophoric fires should be extinguished with a Class D fire extinguisher for burning metals. Contents ■ 1 Uses ■ 2 Handling ■ 3 Pyrophoric materials ■ 3.1 Solids ■ 3.2 Liquids ■ 3.3 Gases ■ 4 Notes ■ 5 External links Uses Plutonium's pyrophoricity can cause it to look like a glowing ember under certain conditions. RECEIVED AUG 2 3 2013 nc:U,.voc TY The creation of sparks from metals is based on the pyrophoricity of small metal particles, and pyrophoric alloys are made for this purpose.[21 This has certain uses: the sparking mechanisms in lighters and various toys, using ferrocerium; starting fires without matches, using a firesteel; the flintlock mechanism in firearms; and spark -testing ferrous metals. Handling 4,1 8/19/2013 2:16 PN 'yrophoricity - Wi la pedia, the tree encyclopedia nup://eo.W1Mpeu1a.mg/ WlN/ ryIvpuvi See also: air free technique Small amounts of pyrophoric liquids are often supplied in a glass bottle with a PTFE (Teflon) -lined septum. Larger amounts are supplied in metal tanks similar to gas cylinders, designed so a needle can fit through the valve opening. A syringe, carefully dried and flushed of air with an inert gas, is used to extract the liquid from its container. Pyrophoric solids require the use of a sealed glove box flushed with inert gas. Glove boxes are expensive and require maintenance. Thus, many pyrophoric solids are sold as solutions, or dispersions in mineral oil or lighter hydrocarbon solvents. Mildly pyrophoric solids (such as lithium aluminium hydride and sodium hydride) can be handled in the air for brief periods of time, but the containers must be flushed with inert gas before storage. Pyrophoric materials Solids ■ Alkylated metal alkoxides or nonmetal halides dichloro(methyl)silane) RECEIVED AUG 2 8 Z013 DC36A!cR, C:TY (diethylethoxyalu minium, ■ Alkali metals (lithium, sodium, potassium, rubidium, caesium) (Including the alloy Na In ■ Copper fuel cell catalysts, e.g., Cu/ZnO/AI203[31 ■ Grignard reagents (compounds of the form RMgX) ■ Finely divided metals (iron,[41 aluminium,141 magnesium,141 calcium, zirconium, uranium, titanium, bismuth, hafnium, thorium, osmium) ■ Some metals and alloys in bulk form (cerium, plutonium) ■ Used hydrogenation catalysts such as Raney nickel (especially hazardous because of the adsorbed hydrogen) ■ Metal hydrides or nonmetal hydrides (germane, diborane, sodium hydride, lithium aluminium hydride, uranium trihydride) ■ Iron sulfide: often encountered in oil and gas facilities where corrosion products in steel plant equipment can ignite if exposed to air. ■ Partially or fully alkylated derivatives of metal and nonmetal hydrides (diethylaluminium hydride, trimethylaluminium, triethylaluminium, butyllithium), with a few exceptions (i.e. dimethylmercury and tetraethyllead) ■ Lead & Carbon powders produced from decomposition of lead citrate[51(61 ■ Uranium is pyrophoric, as shown in the disintegration of depleted uranium penetrator rounds into burning dust upon impact with their targets. In finely divided form it is readily ignitable, and uranium scrap from machining operations is subject to spontaneous ignition.[71 ■ Methane tellurol (CH3TeH) ■ White phosphorus ■ Plutonium: several compounds are pyrophoric, and it causes some of the most Z of 4 8/19/2013 2:16 Pt uuP.// cu.w,^,Pcu,au I g/ w,n,/ ry,uPnu1 i serious fires occurring in United States Department of Energy facilities.181 ■ Petroleum hydrocarbon (PHC) sludge. Liquids ■ Diphosphane ■ Metalorganics of main group metals (e.g. aluminium, gallium, indium, zinc and cadmium etc.) ■ Triethylborane ■ tert-Butyllithium Hydrazine is hypergolic with oxidants like dinitrogen tetroxide, but not truly pyrophoric. Gases ■ Arsine ■ Metal carbonyls (dicobalt octacarbonyl, nickel carbonyl) RECEIVED ■ Diborane ■ Silane A11G 23 2013 Notes PC„.". I-IDc'TY 1. ^SEMI, standardF6-92,GuideforSecondaryContainmentofHazardousGasPipingSystems (http://webstore.ansi.org/RecordDetail.aspx?sku=SEMI+F6.92), as cited by ChemiCool.com (http://www.chemicool.com/definition/pyrophoric.html) 2. ^ N. Pradeep Sharma, Dictionary Of Chemistry (http://books.google.co.uk /books?id=tz5dh 8VolfQC&pg=PA259) 3. ^ C.W. Corti et al. / Applied Catalysis A: General 291(2005) 257 4. ^ a b cAngelo & Subramanian (2008), Powder metallurgy: science, technology and applications, p. 48, "Powders of aluminium, iron and magnesium are highly pyrophoric in nature" 5. ^ Pyrophoric lead composition and method of making it (http://www.freepatentsonline.com /3297590.pdf) 6. ^ The Reaction of Pyrophoric Lead with Oxygen (http://pubs.acs.org/doi/abs/10.1021 /j100877a023)(registration required) 7. ^ DOE I Office of Health, Safety and Security I Nuclear Safetyand Environment I Uranium (http: //www.hss.d oe.gov/n ucl ea rsa fe ty/ns/techstds/standard/hdbklO8l /hbk10B1e.html#ZZ30) 8. ^ DOE I Office of Health, Safety and Security I Nuclear Safetyand Environment I Plutonium (http://www.hss.doe.gov/nucl earsafety/ns/techstds/standard/hdbk 1081 /hbk1081d.html#ZZ281) External links ■ US Dept. of Energy Handbook, "Primer on Spontaneous Heating and Pyrophoricity" 3 of 4 8/19/2013 2:16 PI ryI VPuu1 jury - vvini Pculn, uic uee encywopeuia nu.P://en. WI WPcuIa.oi6/ WIM/ ry w Puv] I (http: //www. hss.energy. gov/nu cl ea rsafety/ns/techstds /standard /hdbk1081 /hdbk1081.pdf) ■ List of pyrophoric materials (http://www.doctorfire.com/Pyrophoric.htm]) Retrieved from "http://en.wikipedia.org/w/index.php?title=Pyrophoricity& oldid=568925458" Categories: Chemical properties Firelighting ■ This page was last modified on 17 August 2013 at 12:27. ■ Text is available under the Creative Commons Attribution -ShareA like License; additional terms may apply. By using this site, you agree to the Terms of Use and Privacy Policy. Wikipedia® is a registered trademark of the Wikimedia Foundation, Inc., a non-profit organization. RECEIVED AUG 2 3 2013 DMI'MuD CITY 4 of 4 8/19/2013 2:16 PI Carriage of Direct Reduced Iron - DRI RECEIVED Background Members will be aware of the general concerns that exist with regard to the carriage by sea of Direct Reduced Iron (DRI). These concerns have increased significantly since the loss of Ice arising from the incidents involving the carriage of DRI on board the "YTHAN" (2004) and the deliberate sinking by the French Authorities of the "ADAMANDAS" (2003) with her cargo and bunkers on board. The explosion and accompanying tragic loss of life on the "YTHAH" resulted from the interaction between the vessel's cargo of "HBI Fines" and the fresh water (moisture) contained in the cargo at the time of loading. At the time of the incident the IMO Code of Safe Practice for Solid Bulk Cargo (the Code) categorized two types of DRI, namely hot moulded briquettes or hot briquetted iron (subsequently re- designated as DRI (A)), and pellets, lumps etc. (subsequently re- designated as DRI (BA The DRI/HBI fines cargo could not in reality be categorized as either (A) or (B) under the Code and the expert advice was to treat it as the more dangerous and reactive type of DRI (B). Changes to the IMO Cade of Safe Practicefor Solid bulk Cargo Follou ng the abo-,e mentioned incidents and their subsequent investigation, the IMO Sub -committee on Dangerous Goods, Solid Cargoes review of the Code. The Marshall Islands, Intercargo and the International Group proposed that DRI Fines should be individually classified and designated DRI (C) and both DRI (6) and (C) should be carried under an inert (nitrogen) atmosphere with a maximum, allowable moisture content of 0.3% in respect of DRI (Q. It was recommended by the DSC at its 12th session held in September 2008 that these (and other minor) amendments be adopted by the IMO through the MO Maritime Safety Committee (MSC). The fv4SC adopted the recommendations in November 2008 and the Code was renamed the International Maritime Solid Bulk Cargo Code (IMSBC Code). The main changes to the Code it relation to the carriage of DRI (A), (B; and (C) can be summarised as follows and Containers (DSQ considered amendments to the relevant DRI (A), Briquettes hot moulded -A maximum limit on the moisture content of 1% - Cargo is to comprise essentially whole briquettes. Fines of less than 6.35mm and dust are limited to 5% -Concentration of hydrogen to be measured throughout the voyage. If it exceeds 25% Lower Explosive Limit or LEE appropriate precautions to be taken -Surface ventilation only shall be conducted as necessary. When mechanical ventilation is used, the fans shall be certified as explosion - proof and shall prevent spark 2013 �••Y Schedules of the Code as part of a generation -Wire mesh guards shall be fitted over inlet and outlet ventilation openings. DRI (B), Lumps, pellets, cold moulded briquettes -Average particle size is limited to 6.35mm to 25mm. Fines of less than 6.35mm and dust are hmrted to 5% -Loading conveyors are to be dry - Prior to loading, an ultrasonic test or another equivalent method with a suitable instrument shall be conducted to ensure weather tightness of the hatch covers and closing arrangements - Moisture content must be less than 0.3% and must be monitored during loading -Any cargo that has already been loaded into a cargo space and which subsequently becomes wetted, or in which reactions have started, shall be discharged without delay - Carriage is only permitted under an inert gas blanket -The ship shall be provided vvth the means of reliably measuring the temperature at several points within the stow, and determining the concentrations of hydrogen and oxygen in the cargo space atmosphere on voyage whilst minimizing the loss of the inert atmosphere -Oxygen concentration shall be maintained at less than 5% throughout duration of voyage -The ship shall be provided wrth the means to ensure that the requirement to maintain the oxygen concentration below 5% can be achieved throughout the voyage. The ship's fixed CO2 fire -fighting system shall not be used for this purpose. Consideration must therefore be given to providing vessels with the means to top up the cargo spaces wrth additional supplies of inert gas having regard to the duration of the voyage -The ship shall not sail until the Master and a competent person are satisfied that. All loaded cargo spaces are correctly sealed and inerted, and The cargo temperatures have stabilised at all measuring points and are less than 65°C, and Concentration of hydrogen in the free space has stabilised and is less than 0.2% by volume. Oxygen concentration shall be maintained at less than 5% throughout the duration of the voyage DRI (C), By -Products, Fines - Average particle size is less than 6.35mm, and there are to be no particles greater than 12mm in size. -The reactivity of this cargo is extremely difficult to assess due to the nature of the material that can be included in the category. A worst -case scenario should therefore be assumed at all times. - Carriage requirements are largely identical to those for DRI IB), including the 0.3% limit on moisture and carnage under an inert gas blanket. Conclusion More detailed information about the carriage requirements for DRI can be found by consulting the IMSBC Code and it should be noted that it is necessary to comply with all of the relevant provisions of the Code. In light of the above, Members, when carrying DRI (B) or (C), should satisfy themselves that the nominated vessel is capable of maintaining oxygen levels at a concentration of below 5% throughout the voyage. These provisions of the IMSBC Code will become mandatory from 1" January 2011. For further information on this or other Loss Prevention topics please contact the Loss Prevention Department, Steamship Insurance Management Services Ltd. Tel +44 20 7247 5490 Email lo55.L)revention@sim5l.com The photographs used within this Risk Alert are reproduced with kind permission of Dr J H Burgoyne & Partners LLP. RECEIVED AUG 2 3 2013 Morehead City Yacht Basin Association 208 Arendell Street Morehead City, NC 28557 252-726-6862; 252-726-1939 fax 21 August 2013 NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Dear DCM: Morehead City Yacht Basin Association, owners of the docks and property at 208 Arendell Street, Morehead City and located adjacent to the NC State Port at Morehead City does object to the granting of the permit for the Barge Fleeting Area(s) in the Newport River. The NC State Port has filed a CAMA permit application for two barge fleeting facilities (ten barges, total) to be constructed in the Newport River. One will be adjacent to Radio Island just south of the Morehead City Pilot's Association dock and the other would be north of the Morehead City - Beaufort High Rise Bridge in the Newport River, just north of Calico Creek and adjacent to and east of the existing spoil island. The application for the CAMA permit does not mention what the barges will contain. According to the NC State Port, the customer is Nucor Steel and that the product to be transported is DRI (Direct Reduced Iron). The DRI would be brought in on freighters and transferred to barges at the MC State Port for further shipment on the ICW north to the Nucor Steel factory in Hertford County, NC. This process allows the steel producers considerable cost savings as they can utilize less costly natural gas in producing the DRI or "sponge iron", an intermediate step in making steel products. There are some problems with Direct Reduced Iron or sponge iron, in that it is pyrophoric and requires special handling and protection. It is prone to spontaneous combustion at temperatures as low as 130 degrees Fahrenheit or when exposed to humidity or water. There will have to be considerable investments in purchasing inert gas (nitrogen or argon) equipment and training to deal with potential emergency situations. Since the NC State Port relies on the Morehead City Fire Department for all of the needed fire protection there should be some kind of funding mechanism for the needed training and equipment prior to any CAMA approval of the permit. If this CAMA permit application is approved without considerable restrictions, there is nothing to prevent some other nasty material or process (including PCS sulfur activities) from being performed on waterborne barges in the same locations. The Towns and County have NO jurisdiction over any activity on the barges. RECEIVED Morehead City Yacht Basin Association opposes the permit for the barge fleeting areas inb1 2 3 2013 Newport River for the following reasons: 1. The NCSPA permit application includes incorrect statements on Form DCM MP-4 (n) anfa((y(MHDCITY regarding shellfish harvesting areas and the applicant denies that the project is adjacent to coastal wetlands/marsh areas. The shellfish area on the north side of the Radio Island causeway is one of the most popular areas for the subsistence harvesting of oysters in Carteret County. The Northern most barge fleeting area is immediately adjacent to coastal wetlands/marsh areas as you can see quite plainly on aerial photographs. 2. The applicant needs to provide additional information regarding the material(s) on the barges, their intrinsic hazards and the measures taken to mitigate risk to the environment and the public. 3. If, as reported by the NC State Port, the cargo is Direct Reduced Iron (sponge iron), do the emergency and fire responders have adequate training and equipment to deal with the special hazards created by this pyrophoric material? If Morehead City Fire Department is the responder, how is their specialized training and equipment funded? 4. If it is to be approved, the permit should be limited to the mooring of transport barges only and not allow any waterborne or on vessel processing or treatment of materials. The application for the permit (as currently written) would allow, if it were granted, noxious activities and processes to take place on the barges even if that same activity or process was not allowed on shore at the Morehead City State Port. 5. When tug(s) or pusher vessels are active in the barge fleeting areas, they should not extend into or block any of the adjacent navigable channels. Movement of vessels on the adjacent waters must not be restricted in any way. The unencumbered navigation and free passage of vessels in the existing channels and waterways, including Calico Creek and the Intracoastal Waterway is critical. The permit application is silent on these matters. Please call us if you have any questions. for Morehead City Yacht Basin Association: Jet Matthews, President Neal Littman, Secretary -Treasurer enclosure: DCM form RECEIVED AUG 2 3 Z013 DCM-MHD CrrY Williams 42, LLC 8300 Health Park Suite 217 Raleigh NC 2761s Phone (919) 926-2019 Fax (919) 926-3018 Monday, August 26, 2013 NC Division of Coastal Management 400 Commerce Ave Morehead City, NC 28557 Dear DCM, Williams 42 LLC, an adjacent property owner of the Calico Creek Channel and the NC Port, would like to share our concerns about the NC Port's application for a CAMA permit for barge berthing. The Calico Creek Channel is the only deep water access to our property and we are concerned because we are now navigating around barges and tugboats serving the PCS facility on the south side of the channel. Adding additional barges and tugboats to the north side of this narrow passage will cause more interference to the many boats that are navigating that waterway to reach their berths. Plans are to add additional dockage in the existing yacht basin which will increase an already busy passage. Further, we are very familiar with the barge traffic that takes place around the NC Port and specifically at the entrance to Calico Creek. Due to the fact that there are not barges waiting for berth space it must be assumed that there are plans for additional industrial growth in the midst of this high boating traffic tourist area. Our biggest concerns are that the NC Port will revive plans for sulfur smelting or other obnoxious or environmentally dangerous industrial processing. Particularly of concern is that barges that may become industrial processing plants. We do not believe that this permit should move forward for approval until the NC Port Authority publicly discloses their entire plans for these berths and the corresponding industrial growth. We appreciate the opportunity to voice our concerns about the Calico Creek Channel and the NC Port's application for a CAMA permit. Regards, Williams 42 LLC Mason Williams Member - Manager CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONlWAIVER FORM Name of Property Owner: North Carolina State Ports Authority Address of Property: 113 Arendell St. Morehead City NC 28557 (Lot or Street #, Street or Road, City & County) Agent's Name #: Todd C Walton Agent's phone #: 910-251-5678 Mailing Address: PO Box 9002 Wilmington NC 28402 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description ordrawing, with dimensis,onmust be provided with this letter. I have no objections to this proposal. 4— I have objections to this proposal. if you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastaimanaaement.nebcontact dcm.htm or by calling 1-8884RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. - -/Y— I do not wish to waive the 15' setback requirement. (Property Owner Information) S gnature Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 City/State/Zip 910-251-5678 Telephone Number �3`AUd ?or.3 Date (Adjacent Property Owner Information) Signature U�iLLlr4MS `�2-/ L'L-fr'i M �/J tUi,// 4t✓ S Print or Type Name <�/lA611l Mailing Address. City/State/Zip ? 3 - 511 Telephone Number Date Revised 611WO12 NORTH CAROLING STATE PORTS AUTHORITY NORTH POST OFFICE BOX 9002/WILMINGTON, NORTH CAROLING 28402 CAORTSA PRi°S 11 1 111 1' U.S. POSTq AmWILMINGTON.N 01 AUG2116., 13 AMOUNT 1000 $ /.77 27615 00001305Q9 Williams 42 LLC 8300 Health Park, Suite 217 Raleigh, NC 27615 Williams 42, LLC 83oo Health Park Suite 217 Raleigh NC 27615 Phone (919) 926-2019 Fax (919) 926-3018 Monday, August 26, 2013 NC Division of Coastal Management 400 Commerce Ave Morehead City, NC 28557 Dear DCM, Williams 42 LLC, an adjacent property owner of the Calico Creek Channel and the NC Port, would like to share our concerns about the NC Port's application for a CAMA permit for barge berthing. The Calico Creek Channel is the only deep water access to our property and we are concerned because we are now navigating around barges and tugboats serving the PCS facility on the south side of the channel. Adding additional barges and tugboats to the north side of this narrow passage will cause more interference to the many boats that are navigating that waterway to reach their berths. Plans are to add additional dockage in the existing yacht basin which will increase an already busy passage. Further, we are very familiar with the barge traffic that takes place around the NC Port and specifically at the entrance to Calico Creek. Due to the fact that there are not barges waiting for berth space it must be assumed that there are plans for additional industrial growth in the midst of this high boating traffic tourist area. Our biggest concerns are that the NC Port will revive plans for sulfur smelting or other obnoxious or environmentally dangerous industrial processing. Particularly of concern is that barges that may become industrial processing plants. We do not believe that this permit should move forward for approval until the NC Port Authority publicly discloses their entire plans for these berths and the corresponding industrial growth. We appreciate the opportunity to voice our concerns about the Calico Creek Channel and the NC Port's application for a CAMA permit. Regards, Williams 42 LLC Mason Williams Member - Manager CERTIFIED MAIL - RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM Name of Property Owner: North Carolina State Ports Authority Address of Property: 113 Arendell St. Morehead City NC 28557 (Lot or Street #, Street or Road, City & County) Agent's Name* Todd C Walton Mailing Address: PO Box 9002 Agent's phone #: 910-251-5678 Wilmington NC 28402 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or dtawing. with "dimensions, must be provided with this letter. I have no objections to this proposal. —)CI have objections to this proposal. !f you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmanamment.net/contact dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no obieciion if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. _ I do not wish to waive the 15' setback requirement. (Property Owner Information) AL zv� Signature Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 City/State2ip 910-251-5678 Telephone Number rg-�9fr� zo,3 Date (Adjacent Property Owner Information) Signature �`I �i�l1PJ WfLGI A/U1 S Print or Type Name 9�r A> e' e-/I/ ��2 - ( ra /lel A Mailing Address At�(-d NC 246/s' City/State/Zip 9Q3- q:?Cl" 5l?�,j Telephone Number Date Revised 6/18/2012 NORTH CAROLINA STATE PORTS AUTHORITY NORTH POST OFFICE BOX 9002 / WILMINGTON, NORTH CAROLINA 20402 !CAROLINA PORTS PORTS Williams 42 LLC 8300 Health Park, Suite 217 Raleigh, NC 27615 U-S. POSTA w PA10 ILMINGTOMM 28101 A UG 113 easrnissnwcc wn& T 1000 $777 27615 000365.q- Styron, Heather M. From: Martina Jacek [mjacek@masonwilliams.com] Sent: Monday, August 26, 2013 10:41 AM To: SVC_DENR.dcmfrontdesk; Thayer, John; Brownlow, Roy; Huggett, Doug; Tyndall, Ted; Davis, Braxton C; Styron, Heather M. Cc: Perry, David T; Darden F Thomas; Williams, Mason L Subject: Fwd: NC Port CAMA Permit Attachments: Williams 42 - CAMA response 8-2013.pdf NC Division of Coastal Management 400 Commerce Ave Morehead City, NC 28557 Dear DCM, Williams 42 LLC, an adjacent property owner of the Calico Creek Channel and the .NC Port, would like to share our concerns about the NC Port's application for a CAMA permit for barge berthing. The Calico Creek Channel is the only deep water access to our property and we are concerned because we are now navigating around barges and tugboats serving the PCS facility on the south side of the channel. Adding additional barges and tugboats to the north side of this narrow passage will cause more interference to the many boats that are navigating that waterway to reach their berths. Plans are to add additional dockage in the existing yacht basin which will increase an already busy passage. Further, we are very familiar with the barge traffic that takes place around the NC Port and specifically at the entrance to Calico Creek. Due to the fact that there are not barges waiting for berth space it must be assumed that there are plans for additional industrial growth in the midst of this high boating traffic tourist area. Our biggest concerns are that the NC Port will revive plans for sulfur smelting or other obnoxious or environmentally dangerous industrial processing. Particularly of concern is that barges that may become industrial processing plants. We do not believe that this permit should move forward for approval until the NC Port Authority publicly discloses their entire plans for these berths and the corresponding industrial growth. We have attacheed the Division of Coastal Management Adjacent Riparian Property Owner Notification/Waiver Form showing our Objection and unwillingness to waive the 15' setback requirement. We appreciate the opportunity to voice our concerns about the Calico Creek Channel and the NC Port's application for a CAMA permit. Regards, Williams 42 LLC Martina 7acek 8300 Health Park Suite 217 Raleigh NC 276154743 Phone:(877)974-3131 Fm (888)446-7563 MlacekQnnasomvilliams.com 1 The information contained in this e-mail message is Privileged and Confidential information intended only for the use of be individual or entity named as recipient. If the reader is not the intended recipient, you are notified that any dissemination, distribution, or copying of the communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the address indicated above via the United States Postal Service. Thank you for your cooperation. NOTE: This information may have been disclosed to you from confidential records protected under Federal Law and Confidentiality Rules (42 CFR Part 2 and NCGS 122). This regulation prohibits you from making any further disclosure of information without the express, written consent of the person to whom the information pertains, or as otherwise permitted by 42 CFR 2 and NCGS 122. A' Please consider the environment before printing this email. CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner: North Carolina State Ports Authority Address of Property: Agent's Name #: Agent's phone #: 113 Arendell St. Morehead City NC 28557 (Lot or Street #, Street or Road, City & County) Todd C Walton 910-251-5678 Mailing Address: PO Box 9002 Wilmington NC 28402 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. I have no objections to this proposal I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmanagement.net/contact dcm.htm or by calling 1-888-4RCOAST No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me8yjp0p wish to waive the setback, you must initial the appropriate blank below.) I I do wish to waive the 15' setback requirement. AUG 2 U 2013 I do not wish to waive the 15' setback requirement. DCM-MHDCITY (Property Owner Information) 1. Lw e Signature Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 City/State/Zip 910-251-5678 Telephone Number /S"/N/6 Zo/? Date (Adjacent Property Owner Information) Signature Print or Type Name Mailing Address City/State/Zip Telephone Number Date Revised 611812012 Objections to this proposal are : 1- unknown adverse affects to value of property 2- unknown adverse affects from waiver of 15' setback 3- not having enough prior knowledge to make intelligent decision 4- information not sent to all owners of property I am sure there would be more if we had more information. Sent by. Todd C Walton for NC statePorts Authority, aug. 15, 2013 Dated. August 19, 2013 Peggy SCARBORO`J 114 Rochelle Dr ✓✓ Morehead city, NC 28557 RECEIVED AUG 2 0 2013 DCM-MHD CITY Note: Variance requests, appeals and other correspondence of a legal nature should be mailed to this office. Division of coastal management 400 Commerce Ave. Morehead City, NC 28557 252-808-2808/ 1-888-4RCOAST(1-888-472-6278) Fax: 252-247-3330 Braxton Davis, Director, Ext. 201 E-mail: Braxton.Davisancdenr.gov RECEIVED AUG 2 0 2013 DCM-ate C" NORTH CAROLINA PORTS Mark Blake, P.E. Director of Engineering and Maintenance Certified Mail August 15, 2013 Peggy Scarboro 114 Rochelle Dr Morehead City NC 28557 Subject: CAMA Permit Request Notification Barge Fleeting Area North Carolina State Ports Authority Morehead City, Carteret County Dear Sirs, The North Carolina State Ports Authority (NCSPA) has applied for a CAMA Major Permit. This permit will allow the NCSPA to establish a barge fleeting area off the western shore of Radio Island north of Aviation Fuel Terminal and also east of Marsh Island north of the entrance to the canal leading to Calico Creek. As an adjacent riparian property owner, the NCSPA must notify you of this proposed development. Enclosed, please find the Division of Coastal Managements Adjacent Riparian Property Notification/ Waiver Form. Please return this form per instructions contained within the form. This certified letter's receipt will be forwarded to the Division of Coastal Management, verifying notification. Sincerely, North Carolina State Ports Authority RECEIVED Todd C Walton AUG 2 0 2013 Environmental Supervisor DCM MBD CITY Cc: NC Division of Coastal Mgt Nurm Carolina State Ports Authority • 2202 Burnett nnide„ard . Pn a,,. 011119 . .IP - _. N a JO Goggle rth GoOSIC earth feet 5000 km 1 AUG 2 3 Z013 DC94-MHD MY Tide�Lines ku LIIMo ,. RINIICII IIAI In'I'II N, it RECEIVED August 27, 2013 AUG 2 9 2013 Division of Coastal Management DCM-MHDC1Ty 400 Commerce Ave. Morehead City, NC 28557 To Whom It May Concern: Enclosed is a copy of Adjacent Riparian Property Owner's Notification/Waiver Form completed by myself, Manager of Tide Lines LLC the adjacent property owner to the North Carolina State Port Authority, 113 Arendell Street, Morehead City, North Carolina. The application for Adjacent Riparian Owner Waiver for a barge fleeting area off the western shore of Radio Island north of the aviation fuel terminal is executed with objection. It is my understanding that the proposed barge fleeting improvements will transport metal pellets which may be considered hazardous and/or unstable metals stored in the proposed barging area. Given the fact that our port in Morehead City is surrounded by residential development and is a small port, any current and future uses of the port facility should be considered to be non -hazardous and non -detrimental to the surrounding businesses and residents in the area. Should you have any questions, please feel free to call me. Sincerely, /06i� E.Lynn Hudson Member/Manager Tide Lines LLC PO Sox 2687 1 Greenville, NC 27836 1 1.888.902.8787 1 WJV rI'I ULLINLiSNC.cann CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner: Address of Property: Agent's Name #: Agent's phone #: North Carolina State Ports 113 Arendell St. Morehead City NC 28557 (Lot or Street #, Street or Road, City & County) Todd C Walton 910-251-5678 Mailing Address: PO Box 9002 Wilmington NC 28402 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. I have no objections to this proposal. /—K I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmanaoement.net/contact dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) KE Ei'vi;u I do wish to waive the 15' setback requirement. AUG 2 9 2013 I do not wish to waive the 15' setback requirement. nn� F_ReISI� C`iT11 (Property Owner Information) mgnature Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 City/State/Zip 910-251-5678 Telephone Number 1 S Avb 2a13 (AcliiacenWoperty Owner Information) Signature 47-GyA-10aC6&K-� Mr�wl P49 d?,&, Print ,C Aor Type Name \\ / /sO um r� 640 Mailiinn� Address G/%UtIVVICLE. A-J. C 278Ja City/StatelZip Z52 - -D Teleptigne N tuber o/ 1w Date Revised 6/1 a12012 .. _ r 1. C:AiLC1y_.INA .ES"^ Peggy Scarboro 114 Rochelle Dr.�-- Morehead CityvNC285S7-- ic 1'11FNNUpI U SF PIi5,Rc�', _ .. � N4l.YC:.i o` °`s°R IIIIIIIIIIIIIIIIIII HMU9 13 UNI 7013 1090 0000 3203 0764 l000 """"""nuul �op CCarrN, e t e 14✓� MORe`ipa�� Co Al C ;\9,57:5.2.- 3 y l :�ri$S'-'t3Sct� 11��'lllpty�hly�'�d!'III '11'111111111'11111'11'1"J11111lgii PLACE STOKER AT TOP OF ENVELOPE TO THE NIGHT OF THE RETURN ADDRESS. FOLD BORING PB-07 •i\ 'N00010mmcmftl LCnUIHCE wUN? '�a•(Tl'UN[lj�u' T 4 fm ! It e. Pa• f ORING PS-08 BORING PB-09 r�y��GGRfLUO RiEPORI'�LENClME£RING UNIT ,.Ji4.= BORING PS-02 ` BORING PB-01 a.'i//YY NCNTGEGTECNWCALENGINEERINGWAT ,'�••,= •.' \}L�'AONELW flEDOFTI �.. 1 �}L 1 I + I /�NCD01 '„gtueoaEioaaFroxr GEUhLMMGLkNLIHLFfUN1i UNi1 1 . � I -7 G Il E rZO Cl i3 O �t I- NW GLENGM III F iEC.{°fl.r'� . I M CPJ i 4 w' r.FI.w.J...sGi--•�0.h r] I1 I f1,i l I I� I� '. BOR�INS"J•Gl3((\Po,1B -eiCUO0NAOE4 BORING PB 03 .a//NCWTELT .71 tUT,UaCE�+URt11 r�1E�I. `EP�`IrfOTI�oR.LA_NT.f EN_ BORING PB-05 C BORINGPS-06 O _N-G_w-I_NoE NINlNG:i�� 'N}w� W..w e;0D T � ._�xx..ai� Ju�• kkk ° . mOcmmT -i lk > it DDZ < z O z m m m Go OmmoDmD O �II li ai Ir' .—....1{»� + . '•IIIiiI 1 , !I, I/NR - _ -'T'ry :Ica r....—�.�1 : �•_�-__ __ _ I � I y 1F � 1"- �t�®NCOOTOEOiECWIIGLENOIHEEiLNC �t�®NCOOTOEOiECWIIGLENOIHEEiLNC ..i.. I r 1 t ,� SEAL END PILE a 8"0 SCH 80 ABAZ.STL PIPE RU< < STRIP, TYP _ PILE TOP 1 I EL +24.00 (NAVD88) II 11 II it AF- i i i "7A II I -HALF STL PIPE RUB STRIP, TYP STABBING POINT STABBING PORTION DRIVEN PORTION B1 RUB STRIP ] SCALE: 1-=1'-0- SECTION A -A SECTION B-B NOTES: 1. RUB STRIPS SHALL BE SHOP WELDED TO STABBING PORTION OF PIPE PILE AND COMPLETELY SEALED WITH STEEL CAP PLATES. 2. RUB STRIPS ON DRIVEN PORTION OF PILE SHALL BE BOLTED TO PIPE PILE IN THE FIELD. SLKirfy"`7ED AUG 2 2- 71913 Dap'�n Cry 'E RUB STRIP PLAN ELEVATION C4 CONNEc-nON B SCAL: NTS ' V—D- 0'—o" SCALE: t"=f—O" NAMGA11ON LIGHT HALF STL PIPE RUB STRIP, TIP PIPE 1-3"- O 9. T1'P 3/8" STL CAP PLATE MOORING NOTE ' BOLLARD, TYP SEE I 10"0 SCH 80 SR PIPE _--t'T,---- TYP BARGE BERTHING LINE, TYP STABBING.POINT I 5/16 ELEVATION 1 I PLAN i i i e __ 4"0 SCH 80 STL STL CAP PLATE 54"0 STL FULL PEN, UT _____ o n PIPE & CAP, TYP _�__a�_ FOR NAVIGATION LIGHT, SEE NOTE 2 SELF CONTAINED SOLAR PIPE PILE 1 POWERED NAVIGATION & SEE STABBING PLATE, A�• LIGHT ®BENTS 1 & 6 ONLY, SEE ^ o FULL ] SEE NOTE 1 A2 1 I PEN 7 PILE TOP 3/8" x it 1/2"0 w 4.00 (NAVD88) NOTE: i STL CAP PLATE CONTRACTOR SHALL CUT TOP OF PILE SQUARE AND GRIND SMOOTH FOR SIDE FACING SPLICE WELDING. CONTRACTOR SHALL ESTABUSH STABBING POINT / -IF l MOORING BOLLARD, ELEVATION AS NECESSARY FOR INSTALLATION PROCEDURE AND PILE I TYP, SEE � ,! DRIVING POSED FIELD STABBING POINT ELEVATIONNFOR MAPPRO AL PHI SUBMIT OR TOO COMMENCING FABRICATION. 11` a STL PIPE STRIP, SEE B1 8 EL +2.50 (NAVD88) `- - J MHHW EL +1.46 (NAVD88) FIELD STABBING POINT, SEE CZ MLLW EL -2.08 (NAVD88) -3.00 54"0 x 3/4" WT SR PIPE PILE- EXIST. MUOUNE, El VARIES-7 PILE TIP EL —76.00 (NAVD88) NOTES: 1. CONTRACTOR SHALL PROVIDE AN AUTOMATIC POWER PHAROS MARINE CLASS C SINGLE LIFT ASSEMBLY OR APPROVED EQUAL. OPTIC COLOR AND CHARACTERISTICS SHALL BE FIXED RED. 2. FOR BENTS WITHOUT NAVIGATION LIGHT, OMIT STEEL CAP PLATE AND CREATE ROUNDED TOP FOR DRAINAGE WITH CONCRETE FILL. ELEVATION 6-1N STEEL PIPE MONOPILE 6 SCALE 1/2'=1•-0- 12"0 SCH 40 PIF 1/2" T STABS]I C2 FIELD STABBING POINT ] - SCALE: PLAN ELEVATION A2 STABBING PLATE ] SCALE: NTS < SR P IPE PIPE PILE SCH 80 PIPE KC-4--N SIDE FACE BOLLARD 7 SCALE: 3"=1•-T UGHT -12"0 HOLE FOR PUMPING CONC PILE BELOW PLAN 1/2" THICK STtj 1P CAP PLATEYPPIPE PILE AUG 2 a 201 3 ELEVATION j3%hex A4 STEEL CAP PLATE ] SCALE NTS 2•-0' 01-0" Y-o' 4•-0' SCALE: SCALE: 1"=1•-0" 6' 0'-0" 3' 6- SCALE: 3"=1'—O" EXIST, MI i SOUNDING,G, INE TYP (WATER DEPTH 99 1 m n ,1 BASED ON MLLW) CHANNEL WP#f.5 8:9 ... ti i. I .+> SETBACP( LIMIT { CE PILE N 363227.61 1 i E 2652480.41 _ 6 L•5 4.2 I10.: PJ.S 111f:0 I1.9 v4 ,! . t PB-09 t 4.5 11 10.1 11.3 11.5 14'j . 11 10.9 11.'' VI.7 ISt.' I � n t 1 1 _ m 9.5 1.5 12. �A �4 ® 13.( t ' 250-0"t jam J' 1 1 11.9 12.4' i 13.91 1 I u N j _ �Q' ' 9.1 �c.�� 11''1 1''2 EAST LIMIT A FEDERAL CHANNEL 1 1 0 t STEEL PIP MONOP:ILF3, I t2.3 13.'L t13.' •4 1 1 ' TYP', SEE i I i - I WEST LIMIT OF FEDERAL CHANNEL 7 12.7 !0 ! 117.1 I PB-07 ' APPROX LOCATION ,OF t05 �3.f iS.4 i5.� tic 1 1.7.0 1 SOIL BORING, TYP, FOR SOIL BORING LOG, SEE ' •1 SHEETS 9 & 10 l ,J I PI41 BENT DESIGNATION, TYP I 8E 10. N (LP �2 16.1 16.9 1Y.b I N rL PILE 1 ` PILE ROW N 362680.57 1 DEISGNATION E 2692537.38 I i Bt 0•�LL 1 ... ?.Z, it !4.5 If.6 t5.3 1 "6 NAVIGATION BUOY j `EXIST. 1 10.6 II'.J 1.3.2 14.0 176 207 I tc8 ;5d I 11 rATN NORTHFLEETING AREA - PLAN SCALE. 2 ...,,` EXIST. ADJACENT PILOT DOCK • l"A 1.1 19,1 .:4N .v8 IE3 1S.E 1?,6 ?1.: i 191 1 �._._...... ........ WP ®3 ' 2ns 1w7� i?.} i39 140 1L5 _ te,r ::•5 fL PILE �.� .. N.3�Q3y3.16 ...........•...•... P tF.3 J 112 `�� '.' E 269`38335d I129 277 19.^ 1. 17,3 ,a,i 19.5 '9.9 i;•fl if: l •' PS-05 (. _... t?9 Ij3 !-, ..5 148 1f.4 ,_c , t8.3 70 EE.. 2,157` t 1 31-7 166 1:7 .. .:4.4 15.7. t(:3 '1 33.4 t'S 1t0 i�9 le.; IS? 7i•.3 1• 35.5 20.6 1 T - 137 149 10.4 1S0 PB-04 APPROX LOCATION OF S014 BORING, TYP, FOR 4+).C" 26.3 IiSOIL; BORING L045SEE IF' 179 1 SHEETS 9 & 10 .3.7 31= 12.` :I31 15.1 If,6 20: \ CHANNEL -A ` SETBACK LIMIT 4\8 3..& 136 ?5.0 149 ,,,.. 16.f 1 4.4 15.T iek 18.2 �P13-02 _ t';q 4Z n1 I`,.4 ti.F '. STEEL PIPE MONOPILE, TYP, SEE A 434 7 lii^ <2.9 14.3 tS.E 7.; 19.4I 434 tfi0^ 53.2 14.2 it15.5 17.5 181?1 436 91.8 ER9It'LIMIT;OF' io.t i8.2 Ig FEDERAL CHANNEL ( S PILE ROW 44.6 42.1 15.0 21).8 1:OIQISGNg110N t" n :I 1q.2 20.E 17.7 I a I u lq7 _ 20.a 205 14.7 co 24 I?0 3.9 @ 4 o EXIST. MUDUNE mPB-03 `-� n SOUNDING, TYP t 21? 019.1 Il : a &7 (WATER DEPTH o BASED ON MLL) w 3 u !8.9 ❑i.5�ia 200 18.6 15.7 :5.5 2O0 t>Ybo_ 182 15.5 120 `WP #4 Q PILE N 359817.46 16 E 2693'96h.86 9.7 1EE APPROX PROPERTY BOUNDARY EXT, TYI Y � 45.6 432 •` $F,6 249 IR.O.1 IP.4 1 .1, .1o_2 ,.-ii.e ?70. APPROX LOCATION _• OF EXIST. CONIC DOLPHIN c5F 4a.0 1 =_ _ Z91 .3 i 6.g 1^.P tt.0 E9 AUG 22 2013 � 1fry C;(• A4N SOUTH FLEETING AREA - PLAN 6' Sre!r: 1'�12d STRUCTURAL PLANS MGYIIM�A. GITYGI}Y Ajolm gCJUMNA T NORTH CAROLINA STATE PORTS AUTHORITY MOREHEAD CITY, NORTH CAROLINA APPROX LOCATION OF SHORELINE R-,I APPROX PROPERTY BOUNDARY NOTE: LOCATION FOR REINSTALLATION OF EXISTING DAY MARKER #24 SHALL BE COORDINATED WITH THE OWNER. 120' 0' 120' 240' SCALE: 1"-120' NEWPORT RIVER BARGE FLEETING AREA APPLICATION BY: MOFFATT & NICHOL DATUM: NAV088 SHEET 6 OF 10 DATE:JULY 2013 nFSGN CODES AND REFERENCES 1. THE FOLLOWING CODES AND REFERENCES WERE UTILIZED FOR THE DESIGN OF THIS PROJECT: A. AG (AMERICAN CONCRETE INSTITUTE), 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" B. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION), 91h EDITION, 1989. 'MANUAL OF STEEL CONSTRUCTION — ALLOWABLE STRESS DESIGN' C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS), 7-02, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 0. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), 43rd EDITION, 2006. "ASTM STANDARDS IN BUILDING CODES" E. AWS (AMERICAN WELDING SOCIETY ). D1.1, 2006, "STRUCTURAL WELDING CODE — STEEL" F. IOC (INTERNATIONAL CODE COUNCIL), 2009, "NORTH CAROLINA STATE BUILDING CODE (2006 INTERNATIONAL BUILDING CODE WITH NORTH CAROLNA AMENDMENTS)' G. UFC (UNIFIED FACILITIES CRITERIA), 2005. U.S. DEPARTMENT OF DEFENSE, "DESIGN: PIERS AND.WHARVES" 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE". UNLESS OTHERWISE NOTED ON THE DRAWINGS ALL REINFORCED CONCRETE MATERIALS SHALL BE PROPORTIONED, FABRICATED, DELIVERED, AND PLACED IN ACCORDANCE WITH ACI 315-08 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. ALL CAST —IN —PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145t PCF). 3. CONCRETE MATERIALS. SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED. CEMENT SHALL BE TYPE II CONFORMING TO ASTM C 150. A. CIP CONCRETE............. . ...........4000 PSI ® 28 DAYS 1. ALL STEEL WORK SHALL BE PERFORMED -IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ALL WELDING SHALL CONFORM TO AWS D1.1. UNLESS OTHERWISE NOTED. 2. ALL STEEL SHAPES, PLATES, MISCELLANEOUS FABRICATIONS, AND HARDWARE SHALL BE ZINC —COATED OR GALVANIZED BY THE HOT —DIP PROCESS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A 123 AND/OR ASTM A 153 AS APPLICABLE AFTER FABRICATION. UNLESS OTHERWISE NOTED. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZED COMPOUNDS, OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A 780. IN ADDITION,: ALL EXPOSED THREADED SURFACES ON BOLTS AND ANCHORS SHALL RECEIVE TWO COATSOF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF THE NUT. 3. STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. MISC PLATES, BARS & SHAPES........ ASTM A 572, GR 50, GALV, UON B. STEEL PIPE .................... ASTM A 53, GALV, LION C. HIGH —STRENGTH STEEL BOLTS ......... ASTM A 325, GALV, UON D. STEEL ANCHORS..................ASTM A 449, GALV, LION E. STEEL NUTS .................... ASTM A 563, GALV, UON & ANSI B18.2.2 F. STEEL WASHERS..................ASTM F 436, GALV, UON & ANSI 818.22.1 (TYPE A —PLAIN), ANSI B 18.21.1 (LOCKING) G. SS BOLTS/ANCHORS............... ASTM A 193 OR ASTM F 593, TYPE 316L H- SS NUTS.......................ASTM A 194 OR ASTM F 594, TYPE 316L & ANSI 818.2.2 I. SS WASHERS....................ANSI B18.22.1 (TYPE A —PLAIN), ANSI B18.21.1 (LOCKING), TYPE 316L FOUNDATION: 1. STEEL PIPE PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED ON THE ' DRAWINGS. IF THE MINIMUM TOP ELEVATION CANNOT BE ACHIEVED, THEN NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY. DRIVING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, USING HAMMER OF AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF THE PILE AND CHARACTER OF SUBSURFACE MATERIAL TO BE ENCOUNTERED. (y 7 3 2. STEEL PIPE PILES SHALL CONFORM TO THE FOLLOWING MINIMUM PROPERTIES, UON:�"' A. 54"0 PIPE PILE ...... .. ....... .. ASTM A 252. GR 3 3. SPUDDING AND/OR JETTING OF PRESTRESSED CONCRETE PILES OR STEEL PIPE PILES WILL NOT BE PERMITTED. 4. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS. EXIST. PLAN EXIST. G BUOY W/ G TEE & LANTERN EXIST. BUOY — _.—.—._.—.—._ —.— .— ELEVATION LINK 2" STUD MUDLINE 0 9,_a�r1:.�a.�lTrIll DEMOLITION DETAILS NEWPORT RIVER ^qa; BARGE FLEETING AREA g NA APPLICATION BY: MOFFATT & NICHOL palm, hdhqNORTH CAROLINA STATE PORTS AUTHORITY DATUM: NAVD88 >...�^°•°" MOREHEAD CITY, NORTH CAROLINA SHEET 4 OF 10 DATE:JULY 2013 N 7 1-7.6 6 11; 7 1, 4 14 cl 4? 1A.F1 1.0, EXIST. ADJACENT PILOT DOCK TO REMAIN '31S EXIST. DA MARKER #24 TO BE RELOCATED, SEE NOTE I --SA i a. 3 i8 i4� 15.8 1 5 IT4 is I Y.I, C3 2 IS.? -2 m7i -�.e 187 - vg.s 14 116 •4. Q 3 4 EXIST. MOORING BUOY TO a 7 W-6 15.4 4 BE REMOVED. TYP � 15�2 16. i 17.6 iu.o (4 MAL). StP NOTE' Al 4 4 334 -,Tl 13.9 14.7 !i7 16.3 13.4 19.2 Z0.2 IT7 144 17D M.7 35 20.6 14.7 12 � 170 I e.1 13.7 14.9 !�.4 180 1?1.8 10.5 i 41.5 12 9 .3.4 Is- 16 7 17.9 401 2;.1 10.1 11.2 5.7 4.7 EXIST MUDLINE SOUNDING, TYP 3.7 31 20.1 201 (.5 (WATER DEPTH .2 125 ;�5 Is 3 16 6 ID� BASED ONWU-W) EAST LIMIT OF z FEDERAL CHANNEL 41,6 33.8 136 111.0 14.'d 185 1&19.8 15.9 11.5 111 ,,-APPROX LOCATION OF 17, 14'4 i5- 180 1.$.7 c11 0 11-.6 15.7 -%.i� v SHORELINE 12.5 38.8 2...7 14.0i 151, 17$ 1 2C,.r- 17.4 12.5 2.3 29.9 14 15.)k 19.4 1:,;.2 12.1 2.2 CHANNEL SETBACK LIM I T "3.2 146 5155 17.5 18.8 1al a. i-. 8 14.8 APPROX PROPERTY BOUNDARY 4 14.1 9.4 45e 43� 3RB 24 15A 1'.4 17 ]L2 �APPROX PROPERTY /-EXIST. CONC DOLPHIN BOUNDARY EXT, TYP TO REMAIN Z�6 14.E 12.0 6.9 46- 6 - rAj'DEMOLITION PLAN - SOUTH LOCATION SCALE: 1'-120' Allt, �) 9 Q-3N DAY MARKER -PHOTO !� SCALE: NTS NOTEEMS: 1. ROVE EXISTING DAY MARKER #24 AND EXTRACT EXISTING TIMBER SUPPORT PILE. REINSTALL AT LOCATION AS INDICATED ON THE PROJECT DRAWINGS. I REMOVE EXISTING MOORING BUOY (4 TOTAL), INCLUDING BUOY, CHAINS, CONCRETE SINKERS, AND ANCHORS, AND DELIVER TO THE OWNER. /C'4'*N MOORING BUOY PHOTO Kl) 7_ 120r 120' 240' SCALE: 1"=120' 1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT MANUAL (SPECIFICATIONS) AND WORKING DRAWINGS INCLUDING BUT NOT UNITED TO: ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS; INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF THE CONTRACT; SUPPLEMENTARY GENERAL CONDITIONS; DIVISION 1 REQUIREMENTS; TECHNICAL SPECIFICATIONS; AND ANY RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS. 2. THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, SERVICES, LABOR, ETC, FOR A COMPLETE INSTALLATION; INCLUDING WORK REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN OR NOT ON THE DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. DO NOT SCALE PROJECT DRAWINGS REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 4. SHOULD THERE BE A CONFUCT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNER'S REPRESENTATIVE ANY CLARIFICATION OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATONS IN WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOUTON/CONSTRUCTION. 5. ALL FEDERAL. STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOUTION/CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTORS RESPONSIBILITY. 6. THE CONTRACTOR SHALL ABIDE BY ALL APPUCABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS. 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. S. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWINGS ON A SEPARATE WHITE SET OF PLANS PROVIDED BYTHEDESIGNER. THESE ANNOTATED DRAWINGS SHALL BE RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION. 9. THE NCSPA MOREHEAD CITY TERMINAL IS AN OPERATIONAL PORT FACILITY. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE IN REGARDS TO PORT OPERATIONS AND ACCESS TO THE PROJECT SITE. 10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY DEBRIS RESULTING FROM DEMOUTION/CONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL 11. EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED, UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY AND ALL DAMAGES THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOLITION/CONSTRUCTION. 13. ALL AREAS DISTURBED DURING DEMOUTION/CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION. AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE NOTED. 14. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS. 15. ALL CONSTRUCTION, EXCEPT THAT WHICH CAN BE PERFORMED FROM SHORE OR EXISTING STRUCTURES SHALL BE CONDUCTED FROM BARGES, WORK BOATS, OR OTHER TEMPORARY PLATFORMS PROVIDED BY THE CONTRACTOR, AS APPLICABLE. 16. ALL BUILDINGS, SURFACE, AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE PROJECT SITE ARE NOT NECESSARILY SHOWN HEREON. 17. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE. UTILITIES SHOWN ARE LIMITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND DO NOT NECESSARILY DEPICT ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO BEGINNING WORK. VERIFY DISCREPANCIES WITH THE OWNERS REPRESENTATIVE. 18. THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE AND/OR LIMIT AREAS OF CONSTRUCTION. 19. LIMITED STAGING AREAS WILL BE PROVIDED ON SITE FOR CONTRACTOR'S USE. THE CONTRACTOR SHALL CONFIRM THE EXTENTS OF STAGING AREAS WITH THE OWNER'S REPRESENTATIVE. 20. HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM (NAD83) 21. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD88). HYDROGRAPHIC SURVEY DATA (MUDUNE SOUNDINGS) ARE BASED ON LOCAL MLLW ELEVATIONS. 22. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) BENCHMARK 865 6483 (BEAUFORT, NORTH CAROLINA). ELEVATIONS ARE REFERENCED ON THE 1983-2001 EPOCH. MHHW = +1.46'FT (NAVD88) MHW = +1.17 FT (NAVD88) NAVD88 = 0.00 FT MSL = -0.37 FT (NAVD88) MTL = -0.38 FT (NAVD88) NGVD29 = -0.96 FT (NAVD88) MLW - -1.94 FT (NAVD88) MLLW = -2.08 FT (NAVD88) 23. PROJECT SURVEY WAS PERFORMED BY NCDOT AND INFORMATION WAS PROVIDED TO THE DESIGNER BY THE OWNER. 24. THE OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT. 25. GEOTECHNICAL INFORMATION WAS PROVDED TO THE DESIGNER BY THE OWNER. STRUCTURE SUBSURFACE INVESTIGATION FOR THIS PROJECT WAS PERFORMED IN JUNE 2013 BY THE FOLLOWING. THE GEOTECHNICAL ENGINEER OF RECORD IS JACOB C. WESSELL, NORTH CAROUNA LICENSE No. 30395. THE "STRUCTURE SUBSURFACE INVESTIGATION" CAN BE FOUND IN APPENDIX "A" OF THE SPECIFICATIONS. CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD WILMINGTON, NORTH CAROUNA 26. FOR DEMOLITION PLAN AT SOUTH FLEETING AREA, SEE SHEET 3. 27. FOR NEW CONSTRUCTION AT SOUTH AND NORTH. FLEETING AREAS, SEE SHEET 6. gYvi+Latr �lr AUG ) �a x � €�i3 i304I-5 RD-Irt AB®REMAT10idS: ACI = AMERICAN CONCRETE. INSTITUTE AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION AIWW = ATLANTIC INTRACOASTAL WATERWAY ALT = ALTERNATE ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE APPROX'- APPROXIMATE ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM = AMERICAN SOCIETY FOR TESTING AND MATERIALS AWG = AMERICAN WIRE GAUGE AWS = AMERICAN WELDING SOCIETY BOTT = BOTTOM BTW = BETWEEN CF = CUBIC FEET CIP = CAST -IN -PLACE CJ = CONSTRUCTION JOINT CKD = CHECKED CLR = CLEAR GONG = CONCRETE CONN = CONNECTION CONSTR = CONSTRUCTION CONT = CONTINUOUS CY = CUBIC YARD DIA = DIAMETER DIM = DIMENSION DISCGNT = DISCONTINUOUS OWN = DRAWN DWT = DEAD WEIGHT TONNAGE E = EAST EA = EACH EL = ELEVATION ELEV = ELEVATION EMBED - EMBEDMENT EQ - EQUAL ETC = ET CETERA EW = EACH WAY EXIST. = EXISTING EXP = EXPANSION EXT = EXTENSION F= FAHRENHEIT FPS = FEET PER SECOND FT = FEET GALV = GALVANIZED GR = GRADE HWY = HIGHWAY ICC = INTERNATIONAL CODE COUNCIL ID = IDENTIFICATION IN = INCHES INC = INCORPORATED INFO = INFORMATION INT = INTERMEDIATE JT = JOINT K = KIPS OR 1000 POUNDS KLF = KIPS PER LINEAR FOOT KSI = KIPS PER SQUARE INCH L = ANGLE OR LENGTH LB = POUND LF = UNEAR FEET LG= LONG LONG. = LONGITUDINAL LT - LEFT MAX = MAXIMUM MHHW = MEAN HIGHER HIGH WATER MHW = MEAN HIGH WATER MIN = MINIMUM MISC = MISCELLANEOUS MLLW = MEAN LOWER LOW WATER MLW = MEAN LOW WATER MPH = MILES PER HOUR MSL = MEAN SEA LEVEL MTL = MEAN TIDE LEVEL N = NORTH N/A = NOT APPLICABLE NAD = NORTH AMERICAN DATUM NAVD = NORTH AMERCAN VERTICAL DATUM N.C. = NORTH CAROLINA NCDOT = NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCSPA = NORTH CAROLINA STATE PORTS AUTHORITY NGVD = NATIONAL GEODETIC VERTICAL DATUM NIC - NOT IN CONTRACT NO, NUMBER NOAA = NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NOS = NATIONAL OCEAN SERVICE NTS = NOT TO SCALE O.C. = ON CENTER P/C = PRECAST PIS - PRESTRESSED pCF = POUNDS PER CUBIC FOOT PEN = PENETRATION PSF = POUNDS PER SQUARE FOOT PSI = POUNDS PER SQUARE INCH OTY = QUANTITY R = RADIUS RBNF = REINFORCEMENT OR REINFORCED REQb = REQUIRED RIF = REINFORCEMENT OR REINFORCED S = SOUTH SCH - SCHEDULE SOD =STATE CONSTRUCTION OFFICE SF = SQUARE FOOT SHT = SHEET SPA = SPACES SO SQUARE SS = STAINLESS STEEL STA = STATION STD = STANDARD STE = SUITE STL = STEEL SY = SQUARE YARD T= TON TEMP = TEMPORARY OR TEMPERATURE TYP = TYPICAL UDLL = UNIFORMLY DISTRIBUTED LIVE LOAD UFC = UNIFIED FACILITIES CRITERIA UHMW = ULTRA HIGH MOLECULAR WEIGHT LION = UNLESS OTHERWISE NOTED U.S. = UNITED STATES VERT - VERTICAL VLF = VERTICAL LINEAR FEET W = WEST, WATER, OR WIDTH W/ =WITH WP = WORK POINT WT = WALL THICKNESS = SECONDS OR INCHES •= MINUTES OR FEET • = ASTERISK = NUMBER OR POUND k=AND 0=AT q = CENTERLINE R = PLATE 0 = DIAMETER = DEGREES t = PLUS OR MINUS X = PERCENT � � � \\� � / � \� � \ .. � `� 'PA MOREHEAD OS 7.5 89 10,2 7,3. $,4 Et 69 92 74 91 it 91 11.5 8.2 11.3 T3 11.3 7.6 108 7.2 10.2 8.6 10.7 r - Jew -zoo/ 1< '11; �AmGC17yP 105 112 107 108 11_0 11.9 In/Out 0.8 11 9 1 3 115 1".1 ila� 12 !L. 12.4 13.15 ,12 412.3 13.9 I4.2 132 IM6 14..8 t..0 152 171 15, - 15.8 ITO 151. 165 `6.6 - 8,7-'-- 11:7 13.7 - -16,0-- 15:7 - 1T6 115 7.5 9.8 11 4 14,5 16.6 18.3 18,6 31T 10.6 I%2REDIWUY14.9 17.8 20.7 19.8 18.4 71,6 13.9 15.1 16.3 19.7 21.9 21,8 21 2 SAMu.On. 4AO4S L 11ir Trs (s 'S'pa.. dWmej r�Ev 24aa1 n 52.5' �� Gcacc,TyP 75 8.9 102 10.2 10.5. 112 W.4. yl 2 7.3 6.. �' 107 10.S �+ + q In/04 74 91 11.9 j. 9.5 11 5 i11 9.7 11 7 e O_ tt1 -1P 8.9 11. 11,9 12.4 123 13.9 s r.Y 8.2 11.3 i :6 14.8 7,3 11.3 - 3 171 Z884C1p o" p 15,4W� 10.8 3 15.8 17.0 �,�,yp•ry,J 1y¢ �•�• �'� 86 35 151 161 169 1 .6 1 1 8.7 11,1 9 . 160 16.7 176 175: L,1n1s OP �- �U��i aG�iT�Q .7.5 9.8 114 14.518,6 317,. 106 11.2 e .D1BOUY14:9 178 20.7 19.8 18.4 11.6 139 15_1 16.3 197 21.9 21. 21.2 T�k14T. �81v�i69 ji�.i 90Us/ -M ��Ni80aU ia� loal.o° 221 3,1 12,8 23,8 4 14 13.6 139 14:7 14.1 148 -ra Z.t 24.9 13, A 12.3 13.9 14.9 14.5 14,7 DAY MARKER 27,7 14.,55 12,3 14.2 14,5 14,9 29,4 15. 12.3 137 74. 74,$ 30.7 166 12,��3I ,VV_ 33,4 17,5 130 35.6 56 201,6 11 .5 137 M9 - . 253 12.9 1,34 j V40�5 43,7 135 4 14,9 41,A. — 17,9 1414 - 15-3 425 38"8 247 QA � 337 29-9 14,3 1 43,4 .33�2 14.6 15.5 .11 43,6 4 ,5 34,0 16.9 'N 44,6 42,A 35"0 20,8 16,7 11.9 t*tvr, a4 ex- 16,3 16,9 18.8 2 14.0 18 1 -6 19.6 X21,7: 'a �3- 19,3 1 1 11,2 6.0 1 19.6 18,7 6MOORING.8 14,5 7,2 18,6 .197 19.6 lkS 58 ZT mvm.' Ac. 20.2 17, 144 0. 20,5 2. 12,0 38 21 J 79j 2 8.7 4.7 r i1 06, �q,� �ljw 15-7 -1 3,8 17.4 12,5 1 23 16,5 12,0 — W.V. 16,� 9.7 WRING 16A, 14,1 94 45.6 43.2 368 24,9 180. 18,4 IT 6 45.6 44,0 38,9 29-1 17,3 28 18 6 1 11 il 4,g 12. 9( -4 n 69 - -) 12 Dlcs, b—Aqqf-x ICA,<. OF x. z RECEIVED 19, AUG 2 9 Appo." ?f-mer U-1c 22.1 3,1 12.8 13,6 \ 4 151 14.8 14.5 15.6 16.3 16.9 18:8 205 140 23.8 2 4 i36 139 14,7 14,1 148 758 16.6 186. 196 217- 1 24,9 13.s 72.3 139 14.9 745 14r78.3 4. 193 1 1LS DAY MARKER #240 27.7 14:5 12.3 142 14.5 14,9 15 - 7 18,5 191 16.1 11.2 ., 6.0 29.4 15,45 12.3 13.7 14.5 14,8 1 19.6 18:7 12MOORINO,s 14.5 7,2 Z Ackj V 30,7 166 ;. 2.7 13.4 14.4 152 20.0 186 197 196 14.8 5.8 33.4 17.5 �Q 0 139 14,7 15.7 18,33 18.4 ,2 20.2 17.7 14,4 17,0 107 356 20.E 13.7 14:.9 16.4 ,8 205 14.7 12,4 120 3.8 - N .1 40,5 25.3 12 9 13.4 15,1 16,7 t_t; 19;1 11 2 8.7 4.7 3.7 31,2 12.5 .' 135 15.3U.. Va _ 201 17.5 9.9 1.9 4:8 338 136 5.0 14,9 e i at, ,4177,9 '.44 S:; :.g, TpA 1 2C+-0. - 78.6 - 75.7 3,8 42,5 `. 38.8 24,7 14.0 15:.9 1 17.4 12.5 2.3 43,4 38.7 299 14.3 15,8 ° 16.5 12.0 o AN 2 9 201 43.4 :. -.. 0;0 33.2 14,6 15;5 P7` 15.6 M3 4r. 43,6 :4 :5 34.0 169 :MOORINGS 183 16.8 14.8 9.7 MOORING O 44.6 42, 35.0 208 17,'4 18.1 17.8 16.6 14,1 9.4 45.6 43.2 " 36.8 24.9 18-0 18.4 17,6 16.2 45.6 440 j 38.9 '29.1 17,3 [. 28.6 18.6 14-9 12,0 6,9 Svle1,,.�„ �ePG6 �..a�jouT T11L S�M6 Q=v SAPm- 3V,141 Fax Send Report Date/Time AUG-27-2013 11:56AM TUE Fax Number Fax Name DCM MHDCTY Model Name SCX-5x30 Series No. Name/Number 072 97262653 StartTime Time Mode Page Result 08-2711:54AM 00'51 ECM - 003/003 O.K Divisitc NoMCardin Pat McCrary, Goaemar DATE: Or n of Coastal eA NC Depa*nmtofE 8r ,, Ott, FAX COVER Management ENR mnmentand Natural Resources t.Direoor hhn E. SkvaM,llI, SBCRfdry TO: OFFICE: FAX P — 3 TELEPHONE a: TOTAL PAGES INCLUDINC COVER SHEET: FROM: 66,11a Morehead 400 Comm. orehoW CM, Nor Phone: 252 FAX: 252- al Sy Olfim Avenge It Carollnel 28557 808-28081 47-3330 en RE: rs. w.xv A NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory, Governor Braxton Davis; Director John E. Skvarla, III, Secretary DATE: n TO: FAX #: TELEPHONE #: TOTAL PAGES INCLUDING COVER SHEET: FROM: —kq V`e r r ii'U J1Sl�� �C� • �� Morehead City Office 400 Commerce Avenue Morehead City, North Carolina 28557 Phone: 252-808-2808 FAX: 252-247-3330 www.nccoastaimanaciement.net RE: TAPPY Cnvar AGM NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor Carteret News Times PO Box 1679 Morehead City, NC 28557 Braxton C. Davis Director John E. Skvarla, III, Secretary August 27, 2013 Re: Public Notice — NC State Ports Authority (barge fleeting area modification and construction of new fleeting area) Dear Sir: Please publish the attached Notice in the 8/30/13 issue of the Carteret News Times. The State Office of Budget and Management require an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue, Morehead City, North Carolina 28557, Telephone (252) 808-2808. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Morehead City office. Sincerely, 4;c M Heather M. Styron Coastal Management Representative Enclosure cc: Roy Brownlow, District Manager Doug Huggett, Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Intemet: www.nccoastalmanagement.net An Equal Opportunity \ Afirmative Action Employer NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA was received as complete on 8/22/13. According to said application, The North Carolina State Ports Authority proposes the relocation of an existing day marker, the removal of the existing mooring buoys along the southern location (Radio Island area), the modification of the existing barge fleeting area along Radio Island and the construction of a new barge fleeting area east of Marsh Island in the Morehead City Area of the NC Ports Authority properties. A copy of the entire application may be examined or copied at the office of Heather Styron, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808-2808 ext. 216 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to 9/19/13, will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon written request. PUBLISH ON: 8/30/13 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer AM NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor North Carolina State Ports Authority C/o Todd Walton PO Box 9002 Wilmington, NC 28402 Dear Sirs: Braxton C. Davis John E. Skvarla, III Director Secretary 9/3/2013 The NC Division of Coastal Management hereby acknowledges receipt of your application for State approval for development at the property in the northern location along Brant Island and the Southern location along Radio Island and within the Newport River/Bogue Sound area of Morehead City. The complete package was received on 8/22/13. The projected deadline for making a decision is 11/5/13. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. If this agency does not render a permit decision within 70 days from 8/22/13, you may request a meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing' postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies. Sincerel , H a er M. Styron �! 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DCM-MHD CITY Director of Engineering and Maintenance August 16, 2013 Ms Heather Styron Division of Coastal Management 400 Commerce Ave Morehead City NC, 28557 Subject: CAMA Major Permit Request ' Barge Fleeting Area North Carolina State Ports Authority Morehead City, Carteret County Dear Ms. Styron, .............w""..... VOID The North Carolina State Ports Authority (NCSPA) is requesting a major modification to permit #112-96 (exp. 12-31-2016) for the modification of a current barge fleeting area (southern) near Radio Island and construction of a new barge fleeting area east of Marsh Island (northern). The areas are needed to harbor a maximum of 15 barges between and during the off-loading events at the Port of Morehead City. The current permitted southern site, is west of Radio Island, approximately 238' from the shoreline of the former Aviation Fuel Terminals. The northern site is located east of Marsh Island, approximately 364' from the shoreline. Each mooring field will consist of six 54" metal piling being installed by a barge mounted crane administering blows to set the pilings. There will be no jetting or dredging associated with the installation of the pilings. The total disturbed area for the installation of the pilings will be 190.8 square ft. below MHW. The end pilings in each area will have navigational aids (lights) attached to the top of each piling. The barges will be secured to the pilings in a manner that will eliminate are swing and the barges will have navigational aids (lights) attached to them. North Carolina State Ports Authority • 2202 Burnett Boulevard • PO Box 9002 • Wilmington, NC 28402 • www.ncports.com NORTH C A ROLIN A RECEIVED PORTS jh� AUG 2 2 2013 Mark Blake, P.E. Director of Engineering and Maintenance DCM-MHD CITY As proposed, no land based activities such as wastewater pump out, trash disposal, or vehicle parking are associated with this request. The project does not entail any dredging or filling of wetlands. Please find enclosed copies of the certified mail receipts for the adjacent riparian property owners notification letters, permit drawings, permit application forms DCM- MPI and DCM-MP4, and a $400.00 application processing fee. Please call me at (910) 251-5678 or email todd.walton(a,ncnorts.com if any additional information is needed. Thank you for your assistance in this matter. Sincerely, North Carolina State Ports Authority Todd C. Walton _ Environmental Supervisor Cc: files Nuitu t;arolina State Ports Authority • 2202 Burnett Boulevard • PO Box 9002 • Wilmington. 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SHEET TITLE 1 TITLE SKEET 2 GENERAL NOTES AND ABBREVIATIONS 3 DEMOLITION PLAN SOUTH FLEETING AREA 4 DEMOLITION DETAILS 5 STRUCTURAL NOTES 6 STRUCTURAL PLANS 7 STRUCTURAL DETAILS — SHEET 1 OF 2 8 STRUCTURAL DETAILS — SHEET 2 OF 2 9 IBORI14G LOGS — SHEET 1 OF 2 10 BORING LOGS — SHEET 2 OF 2 NOTE, DEVELOPMENT WHICH WILL TAKE PLACE WTHIN THE LIMITS OF THE 100-YEAR FLOODPLAIN AT ELEVATION +7.00 NAVD88 (+7.95 NGVD29) IS DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO. 123-UNIFORM FLOODPLAIN MANAGEMENT POLICY. INDICATES PLAN, DETAIL, AI ELEVATION, OR SECTION t INDICATES SHEET NUMBER WHERE DRAWN OR TAKEN FROM REFERENCE BURBLE DESGNATION mmsswrT o fAFfl( i ?f V .i�Y -VSNWY 70 .a, a E MOREHEAD L --------------zMW'"=mc-�- CITY i�jJj = D ISLAND PROF�CT ME 9TES SOUND ROGUE BANKS FORT AULF7 SEIN ATLANTIC OCEAN ail vim i \ b(G 1 v :'\ QESIGN CODES AND REFERENCES: 1. THE FOLLOWING CODES AND REFERENCES WERE UTILIZED FOR THE DESIGN OF THIS PROJECT: A. ACI (AMERICAN CONCRETE INSTITUTE), 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" B. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION), 91h EDITION, 1989, "MANUAL OF STEEL CONSTRUCTION — ALLOWABLE STRESS DESIGN" C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS), 7-02, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" D. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), 43rd EDITION, 2006, "ASTM STANDARDS IN BUILDING CODES" E. AWS (AMERICAN WELDING SOCIETY ), DI.1. 2006, "STRUCTURAL WELDING CODE — STEEL" F. ICC (INTERNATIONAL CODE COUNCIL), 2009, "NORTH CAROLINA STATE BUILDING CODE (2006 INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS)" G. UFC (UNIFIED FACILITIES CRITERIA), 2005, U.S. DEPARTMENT OF DEFENSE, 'DESIGN: PIERS AND WHARVES" 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL REINFORCED CONCRETE MATERIALS SHALL BE PROPORTIONED, FABRICATED, DELIVERED, AND PLACED IN ACCORDANCE WITH ACI 318-08 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". _. 2. ALL CAST —IN —PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145t POP). 3. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED. CEMENT SHALL BE TYPE 11 CONFORMING TO ASTM C 150. A. CIP CONCRETE ..........................4000 PSI ® 28 DAYS STRUCTURAL AND R MELLANEOUS STEEL• 1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ALL WELDING SHALL CONFORM TO AWS- D1.1. UNLESS OTHERWISE NOTED. 2. ALL STEEL SHAPES, PLATES, MISCELLANEOUS FABRICATIONS, AND HARDWARE SHALL BE ZINC —COATED OR GALVANIZED BY THE HOT —DIP PROCESS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A 123 AND/OR ASTM A 153 AS APPLICABLE AFTER FABRICATION, UNLESS OTHERWISE NOTED. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZED COMPOUNDS, OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A 780. IN ADDITION. ALL EXPOSED THREADED SURFACES ON BOLTS AND ANCHORS SHALL RECEIVE TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF THE NUT. 3. STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. MISC PLATES. BARS & SHAPES........ ASTM A 572, GR 50, GALV, LION B. STEEL PIPE .................... ASTM A 53, GALV, LION C. HIGH —STRENGTH STEEL BOLTS ......... ASTM A 325, GALV, UON D. STEEL ANCHORS .................ASTM A 449. GALV, UON E. STEEL NUTS .................... ASTM A 563, GALV, LION & ANSI B18.2.2 F. STEEL WASHERS..................ASTM F 436, GALV, UON & ANSI B18.22.1 (TYPE A —PLAIN), ANSI B 18.21.1 (LOCKING) G. SS BOLTS/ANCHORS .............. ASTM A 193 OR ASTM F 593, TYPE 316L H. SS NUTS.......................ASTM A i_94 OR ASTM F 594, TYPE 316L & ANSI B18.2.2 I. SS WASHERS....................ANSI B18.22.1 (TYPE A —PLAIN), ANSI 818.21.1 (LOCKING), TYPE 316L FOUNDATION: 1. STEEL PIPE PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED ON THE DRAWINGS. IF THE MINIMUM TOP ELEVATION CANNOT BE ACHIEVED, THEN NOTIFY THE OWNERS REPRESENTATIVE IMMEDIATELY. DRIVING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS,`.�Ci�[3 USING HAMMER OF AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER MANUFACTURERS RECOMMENDATION FOR THE TOTAL WEIGHT OF THE PILE AND CHARACTER OF SUBSURFACE MATERIAL TO BE ENCOUNTERED. �: ,5 {� 2. STEEL PIPE PILES SHALL CONFORM TO THE�FOLLOWNG MINIMUM PROPERTIES, LION: AtI It -2 2 2013 A. 54"0 PIPE PILE ..... .. ....... .. ASTM A 252, GR 3 3. SPUDDING AND/OR JETTING OF PRESTRESSED CONCRETE PILES OR STEEL PIPE PILES WILL NOT BE PERMITTED.�tl:-i:?I 4. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE - NTH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING OPERATIONS. N EXIST. MUDUNE 14 F i I C-) ll� SOUNDING. TYP (WATER DEPTH I EXIST. ADJACENT PILOT DOCK BASED ON MLLW) 0 CHANNEL WP #3 2 SETSXCk LIMIT q PILE WP #1 PILE N lQ03153.1 N 363227.51 .. . .... E ICY E 26Q2480.41 j PS-06 6 PB-05 � N-09 1.9 t i�l 2�ta ;&Is 1191 ;9 "1 3o.? 1 I.s I i I is, I IS., 'ab J� 1-,7 i s 16.4 14.7 flu 3.9 APkOX LOCATION -04 EXIST. MUDLINE so 12 j tP. 4 13A. 0.1 IL , 0 a IL BORING. FO PB-03 SOUNDING, TYP GRIND L� ia 0 S 2 2�3 lz EEL 'q I s. ? 'Q SHEETS g 'U 10 !9* 1 112 q (WATER DEPTH PB-08 SH M�� BASED ON Al' 166 20,� ),I 20.1 CHANNEL T3 - I ,2.: /k k SETBACK LIMIT EAST LIMIT OF FEDERAL CHANNEL -,/., P�s tr.5 C� 55.8 156 lal� 1<119's STEEL PIPk MONOME, TYP, SEE I WEST LIMIT OF -APPROX LOCATION i6 is..' 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CONIC DOLPHIN BE COORDINATED W�O IT THEWNER. � AUG 2 2 2013 Al NORTH FLEETING AREA - PLAN /A4-� SOUTH FLEETING AREA - PLAN 120Y oj 12V 240' SCALE: 1'-120r DUN!- M�cgv 6 SCALE. 1"-120' SCALE: 1"=120' STRUCTURAL PLANS NEWPORT RIVER BARGE FLEETING AREA CAROUNA APPLICATION BY: MOFFATT & NICHOL .1 PORTS . NORTH CAROLINA STATE PORTS AUTHORITY DATUM: NAV088 MOREHEAD CITY, NORTH CAROLINA SHEET 6 OF 10 DATE: JULY 2013 NAVIGATION LIGHT HALF STL PIPE RUB STRIP, TYP 0 MOORING BOLLARD, TYP `BARGE BERTHING LINE, TYP PLAN STL CAP PLATE FOR NAVIGATION SELF CONTAINED SOLAR LIGHT. SEE NOTE 2 POWERED NAVIGATION & SEE / A't LIGHT 0 BENTS 1 & 6 ONLY, PILE TOP EL +24.00 (NAVD88) SEE 54"0 STL PIPE PILE `STABBING PLATE SEE A? PEN, UT CONTRACTOR SHALL CUT TOP OF PILE SQUARE AND GRIND SMOOTH FOR SPLICE WELDING. CONTRACTOR SHALL ESTABLISH STABBING POINT ELEVATION AS NECESSARY FOR INSTALLATION PROCEDURE AND PILE DRIVING EQUIPMENT EMPLOYED. SUBMIT PROPOSED FIELD STABBING POINT ELEVATION FOR APPROVAL PRIOR TO COMMENCING FABRICATION. C2 FIELD STABBING POINT ] SCALE: r=t'-o• PIPE 1'-3" TYP �3/8' STL CAP PLATE j--10"0 SCH 80 STL PIPE SCH 80 STL & CAP, TYP 31W x 11 1 /2'0 STL CAP PLATE p - 12'0 SCH 80 o W�RXEI STL PIPE STL PIPE PILE STL PIPE in STRIP, SEE B1 2'-0. STABBINGS a MHHW EL +1.46 (NAVD88) EL+2.50 (NAVD88) L_ _J FIELD STABBING POINT, SEE C2 MLLW EL -2.08 (NAVD88) -3.00 54"0 x 3/4" STL PIPE PIL EXIST. MUDLINE, 4 EL VARIES--r=`- a PILE TIP EL -76.00 (NAVD88) NOTES: 1. CONTRACTOR SHALL PROVIDE AN AUTOMATIC POWER PHAROS MARINE CLASS C SINGLE LIFT ASSEMBLY OR APPROVED EQUAL. OPTIC COLOR AND CHARACTERISTICS SHALL BE FIXED RED. 2. FOR BENTS WITHOUT NAVIGATION LIGHT. OMIT STEEL CAP PLATE AND CREATE ROUNDED TOP FOR DRAINAGE WITH CONCRETE FILL. ELEVATION At STEEL PIPE MONOPILE 6 SCALE: 1/2--1'-0- 12"0 SCH 40 PIF 1/2' TF STABSII PLAN ELEVATION A2 STABBING PLATE ] SCALE: NTS K STL P C4 SIDE FACE BOLLARD 7 SCALE: S=I'-0 PLAN 1/2" THICK STL IIF--- 1/2' CAP PLATE ' "r PIPE PILE I I E IPE REv�iYED I I I AUG 2 2 2013 ELEVATION DCi�irctl 64 STEEL CAP PLATE ] SCALE NTS 2'-0' V-0' T-0• 4'-0' SCALE: 1 /2"=1'-O" 1'-0• o'-o' t'-o' 2'-0' SCALE: 1"=1'—O" 0-0• 3• 6' SCALE: 3"=1'-O" SEAL END W/ 1/2" STL CAP PLATE, TYP PILE TOP 4^f n n EL +24.00 TYP 1111 j (NAW88) IF II PIPE PILE 1 11 - 1 STL TAB PLATE A I ! I I A I I 8"0 SCH 80 HALF ^ G° ° WELDED TO RUB STRIP, TYP PIPE PILE w ,N p STL PIPE RUB STRIP, TYP HALF STL PIPE z < ° TYP RUB STRIP - ! w PLAN ry N I I HALF STL PIPE ' I I RUB STRIP, TYP 4 1 I I I SECTION A -A Ty 7Yp STABBING TYP POINT iv I 1"0 SS MECHANICAL I ANCHOR, TYP I 1 2"THICK 4^ f v - - j STLTAB TYP I I PLATE, TYP PIPE PILE I STABBING PORTION RUB STRIP < CONNECTION, ' o� "- STABBING 8"0 SCH 80 HALF' a °e ° TYP'SEE C4 ELEVATION POINT STL PIPE RUB 9 " STRIP; TYP ^ _ = i C4 ;CONNECTION S (SCALE: NTS c i N a< B� ' �B .90 w SECTION B—B I ro I I II • cll I I EL -3.00 NOTES: tO (NAw88) 1. RUB STRIPS SHALL BE SHOP WELDED TO - STABBING PORTION OF PIPE PILE AND COMPLETELY SEALED WITH STEEL CAP PLATES. PIPE PILE 2. RUB STRIPS ON DRIVEN PORTION OF PILE SHALL BE BOLTED TO PIPE PILE IN THE FIELD. DRIVEN PORTION B1 RUB STRIP AUG 2 52 2013 V-u- 0•-0" 11-01 2'-0' SCALE: STRUCTURAL DETAILS NEWPORT RIVER reo.x.wo urr `=egg -SHEET 2 OF 2 BARGE FLEETING AREA GAROUN APPLICATION BY: MOFFATT & NICHOL ' Polm NORTH CAROLINA STATE PORTS AUTHORITY : MOREHEAD CITY, NORTH CAROLINA DATUM: NAVD88 SHEET 8 OF 10 DATE:JULY 2013 BORING PB-01 /� Nmor UELIEGdLG1L ENLVIlENWU uwI I .�`.._. . —P a �r -- ea _.?•'a.•..'.'.�::.: ..�Y I i ; I •fir I BORING PB-03 a1 �. xeoor4[ai[cwnuLExdNFEnum,INrt �eoxEio4_ +rt_ vort� - r 1 BORING PB-02 BORING PB-04 G'+�`®ewe�rrac� �rduexmNUNlNcuwr s.. ... ]III e —yi•^L�ri.:. i �I II is i i 77 BORING PB-05 44fiEPQ9TGLENLINFEflMC --- �— T T� _.._... �' I i s - :: w• � I I I tl -m �. � r _ 3x ..-• I I I t S°J.. Gam" r : BORING. PB-06 \ AC0414ELlEU4MLALFIIdNFEA1NL IMIT ••'� _• -a c.._ � Y'. w•s�a,.m �� ��Hi�^' -Awl•^^_� 1.1 •I - • ��.�.'s�i Div .1. '� `. °` �-s'-�_�a:•'�: _Y�: 1 I 1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT MANUAL (SPECIFICATIONS) AND WORKING DRAWINGS INCLUDING BUT NOT LIMITED TO: ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS; INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF THE CONTRACT; SUPPLEMENTARY GENERAL CONDITIONS; DIVISION 1 REQUIREMENTS; TECHNICAL SPECIFICATIONS; AND ANY RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS. 2. THE WORKING DRAWNGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, SERVICES, LABOR, ETC, FOR A COMPLETE INSTALLATION; INCLUDING WORK REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN OR NOT ON THE DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. 00 NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWNGS AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 4. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, WORKING DRAWNGS. AND/OR SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNER'S REPRESENTATIVE ANY CLARIFICATION OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWNGS, AND/OR SPECIFICATIONS IN WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOLITION/CONSTRUCTION. 5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOLITION/CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY. 6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS. 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 8. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWNGS ON A SEPARATE WHITE SET OF PLANS PROVIDED BY THE DESIGNER. THESE ANNOTATED DRAWNGS SHALL BE RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION. 9. THE NCSPA MOREHEAD CITY TERMINAL IS AN OPERATIONAL PORT FACILITY. THE CONTRACTOR SHALL COORDINATE ALL WORK WTH THE OWNER'S REPRESENTATIVE IN REGARDS TO PORT OPERATIONS AND ACCESS TO THE PROJECT SITE. 10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL. 11. EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED, UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY AND ALL DAMAGES THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOLITION/CONSTRUCTION. 13. ALL AREAS DISTURBED DURING DEMOUTION/CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE NOTED. 14. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES, PEDESTRIANS. AND VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS. 15. ALL CONSTRUCTION, EXCEPT THAT WHICH CAN BE PERFORMED FROM SHORE OR EXISTING STRUCTURES SHALL BE CONDUCTED FROM BARGES, WORK BOATS, OR OTHER TEMPORARY PLATFORMS PROVIDED BY THE CONTRACTOR, AS APPLICABLE. 16. ALL BUILDINGS, SURFACE, AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE PROJECT SITE ARE NOT NECESSARILY SHOWN HEREON. 17. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWNGS ARE APPROXIMATE. UTILITIES SHOWN ARE UNITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND DO NOT NECESSARILY DEPICT ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO BEGINNING WORK. VERIFY DISCREPANCIES WITH THE OWNER'S REPRESENTATIVE. 18. THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE AND/OR LIMIT AREAS OF CONSTRUCTION. 19. LIMITED STAGING AREAS WILL BE PROVIDED ON STE FOR CONTRACTOR'S USE. THE CONTRACTOR SHALL CONFIRM THE EXTENTS OF STAGING AREAS NTH THE OWNER'S REPRESENTATIVE. 20. HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM (NAD83). 21. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD88). HYDROGRAPHIC SURVEY DATA (MUDUNE SOUNDINGS) ARE BASED ON LOCAL MLLW ELEVATIONS. 22. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) BENCHMARK 665 6483 (BEAUFORT. NORTH CAROUNA). ELEVATIONS ARE REFERENCED ON THE 1983-2001 EPOCH. MHHW = +1.46 FT (NAVD88) MHW = +1.17 FT (NAVD88) NAVD88 = 0.00 FT MSL - -0.37 FT (NAVD88) MTL = -0.38 FT (NAVD88) NGVD29 - -0.96 FT (NAVD88) MLW = -1.94 FT (NAV088) MLLW = -2.08 FT (NAVD88) 23. PROJECT SURVEY WAS PERFORMED BY NCOOT AND INFORMATION WAS PROVIDEO TO THE DESIGNER BY THE OWNER. 24. THE OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED WTHIN THE LIMITS OF THE PROJECT. 25. GEOTECHNICAL INFORMATION WAS PROVIDED TO THE DESIGNER BY THE OWNER. STRUCTURE SUBSURFACE INVESTIGATION FOR THIS PROJECT WAS PERFORMED IN JUNE 2013 BY THE FOLLOWING. THE GEOTECHNICAL ENGINEER OF RECORD IS JACOB C. WESSELL, NORTH CAROLINA LICENSE No. 30395. THE "STRUCTURE SUBSURFACE INVESTIGATION" CAN BE FOUND IN APPENDIX 'A' OF THE SPECIFICATIONS. CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD WLMINGTON, NORTH CAROLINA 26. FOR DEMOLITION PLAN AT SOUTH FLEETING AREA, SEE SHEET 3. 27. FOR NEW CONSTRUCTION AT SOUTH AND NORTH FLEETING AREAS, SEE SHEET 6. r'csCew.811 D. AUG 2 ? N13 iiClb;>-M Ml ]s ACI = AMERICAN CONCRETE INSTITUTE AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION AIWW = ATLANTIC INTRACOASTAL WATERWAY ALT = ALTERNATE ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE APPROX = APPROXIMATE ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM =.AMERICAN SOCIETY FOR TESTING AND MATERIALS AWG = AMERICAN WRE GAUGE AWS = AMERICAN WELDING SOCIETY BOTT = BOTTOM BTW = BETWEEN CF = CUBIC FEET CIP = CAST -IN -PLACE CJ = CONSTRUCTION JOINT CKD = CHECKED CLR = CLEAR CONC = CONCRETE CONN = CONNECTION CONSTR = CONSTRUCTION CONT = CONTINUOUS CY = CUBIC YARD DIA DIAMETER DIM = DIMENSION DISCONT= DISCONTINUOUS DWN = DRAWN DWT = DEAD WEIGHT TONNAGE E = EAST EA = EACH EL = ELEVATION ELEV = ELEVATION EMBED = EMBEDMENT EO = EQUAL ETC = ET CETERA EW EACH WAY - EXIST. = EXISTING EXP = EXPANSION EXT = EXTENSION F= FAHRENHEIT FPS = FEET PER SECOND FT = FEET GALV = GALVANIZED OR = GRADE HWY = HIGHWAY ICC = INTERNATIONAL CODE COUNCIL ID = IDENTIFICATION IN = INCHES INC = INCORPORATED INFO =.INFORMATION INT = INTERMEDIATE JT = JOINT K - KIPS OR 1000 POUNDS KLF = KIPS PER LINEAR FOOT KSI = KIPS PER SQUARE INCH L = ANGLE OR LENGTH LB = POUND LF = UNEAR FEET LG = LONG LONG. = LONGITUDINAL LT = LEFT MAX = MAXIMUM MHHW = MEAN HIGHER HIGH WATER MHW = MEAN HIGH WATER MIN = MINIMUM MISC = MISCELLANEOUS MLLW = MEAN LOWER LOW WATER MLW = MEAN LOW WATER MPH-= MILES PER HOUR MSL = MEAN SEA LEVEL MTL = MEAN TIDE LEVEL N = NORTH N/A = NOT APPLICABLE NAD = NORTH AMERICAN DATUM NAVD = NORTH AMERCAN VERTICAL DATUM N-C, = NORTH CAROLINA NCDOT = NORTH CAROLINA DEPARTMENT OF NCSPA = NORTH CAROLINA STATE PORTS AUTHORITY NGVD =NATIONAL GEODETIC NIC = NOT IN CONTRACT NO, NUMBER NOAA = NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NOS = NATIONAL OCEAN SERVICE NTS = NOT TO SCALE O.C. = ON CENTER P/C - PRECAST P/S = PRESTRESSED PCF = POUNDS PER CUBIC FOOT PEN = PENETRATION PSF = POUNDS PER SQUARE FOOT PSI = POUNDS PER SQUARE INCH QTY = QUANTITY R = RADIUS RONF = REINFORCEMENT OR REINFORCED REQ'D = REQUIRED R/F = REINFORCEMENT OR REINFORCED S = SOUTH SCH = SCHEDULE SCO =_STATE CONSTRUCTION OFFICE SF = SQUARE FOOT SHT = SHEET SPA = SPACES SO SQUARE SS = STAINLESS STEEL STA = STATION STD = STANDARD STE =-SUITE STL = STEEL SY = SQUARE YARD T = TON TEMP = TEMPORARY OR TEMPERATURE TYP = TYPICAL UDLL = UNIFORMLY DISTRIBUTED LIVE LOAD UFC = UNIFIED FACILITIES CRITERIA UHMW = ULTRA HIGH MOLECULAR WEIGHT UON = UNLESS OTHERWISE NOTED U.S- = UNITED STATES VERT = VERTICAL VLF = VERTICAL UNEAR FEET W = WEST, WATER, OR WDTH W/ = W TH WP = WORK POINT WT = WALL THICKNESS = SECONDS OR INCHES = MINUTES OR FEET = ASTERISK R = NUMBER OR POUND & = AND 0=AT Q = CENTERLINE It = PLATE 0 = DIAMETER = DEGREES i = PLUS OR MINUS X = PERCENT 0.3 t3.5 1]:6 1,1 ] t4.G �., ii 7 ..: t EXIST. ADJACENT PILOT DOCK TO REMAIN EX15T. DAVMARKER''1 14S "->•ip #24 TO BE RELOCATED, / t SEE NOTE 1 ly Sis? _-. ,aS 12.3 1=1 145 7•.9 C3'� 3 15..4 tin tc: 19.1 2111 1i4 12.' tl.? 14a 4e C4 iy,.i 1Z2 IP.3 i'i.c 157 "S 1q.S 1.: 11 y EXIST. MOORING BUOY TO BE REMOVED, TYP =.. tc.J 1,... ' ; c tab i5.2 16. 5 v.c 15.0 (4 T04AL), kLE NOTEIl'4 .d B1 Al 4 4 3311 1?s 1 Y'c 13.9 14.7 15.? 16.3 18A 19.2 20.2 17.7 144 17 D 10.4 1 .35c 20.6 12.8' .,.• 14.9 16.4 1g0 I?.$ 20.8 .10.5 y _a.: 1_2u 1 13A 151 157 17.9 201 21.1 145.: 3'.2 125 1135 153 le 20.3 20.1 201 EAST LIMIT OF 'FEDERAL CHANNEL \ 4�A 33.3 13C 1 0 14.0 )E5 18.6 i9.e 15.9 411 35.0 17N 14 `4 15.3 lea 18.7 200 1.5.6 141'�0"t 42.5 3B�.i, 15 2 ❑ 5 19.1 2.:O 17.4 l ,1 4.3,4 \� S. 29.9 CHANNEL +<,3 ISh 1-:.5 19.4 12.2 16.5 ( SETBACK LIMIT 1 43.4 =0.0 ,3.2 ±4,G I Is3 17.5 i8A iE.7 156 4:5.6 4.5 S.e..0 .-.., 1 J !8h 163 1'-.3 143 i t ti.E• 4_ :5.0 <" 1'�' IF : u.1 450 32 '` 59F 243 15.n` 15.1 tZn t62 ,-"" CONC DOLPHIN - /-EXIST. / TO REMAIN e v 44.0 1, 389 2a; 1%.3 , 25 tB.c 14.y 13.0 i9J 11.2 S.] 4.7 EXIST. MUDUNE SOUNDING, TYP (WATER DEPTH 17.5 BASED ON'MLLW) 16.5 11 1 i 5.- 3.B 12.5 2.3 t2.P 2.2 i t D.S 1 9.4 1 '--APPROX PROPERTY BOUNDARY EXT, TYP Ec EXIST. DAY MARKER `g?4 TO BE RELOCATED . 5.0 S.0 C DAY MARKER PHOTO 3 SCALE: N15 APPROX LOCATION OF SHORELINE Al DEMOLITION PLAN - SOUTH LOCATION 6 SCALE: 1'-120' " PROPERTY -- '" �--- �- ND R MOVE EXISTING DAY MARKER #24 AND EXTRACT EXISTING TIMBER SUPPORT PILE. REINSTALL AT LOCATION AS INDICATED ON THE PROJECT DRAWINGS. 2. REMOVE EXISTING MOORING BUOY (4 TOTAL), INCLUDING BUOY, CHAINS, CONCRETE SINKERS, AND ANCHORS, AND DELIVER TO THE OWNER. Alol61 W 2 0 i 3 54MOORING BUOY PHOTO 'y SCALE Nis 120' 0' 120' 240' SCALE: 1"=120' REMOVE E 12,000 LE ANCHOR, EXIST. BUOY W/ 3 TEE & LANTERN PLAN MOORING BUOY WATERLINE -_-._ - _ --._.-.-.-.-._ - - - _ _,_ EXIST. rREMOVE EXIST. 6x3x3' REMOVE EXIST. 2* / CONCRETE SINKER MARINE GRADE STUD / LINK CHAIN i SEXIST. AUG 2? 2013 dUv2v'..T'.3* c "p DEMOLITION DETAILS NEWPORT RIVER �rH BARGE FLEETING AREA CI RMNA - APPLICATION BY: MOFFATT & NICHOL �w� p NORTH CAROLINA STATE PORTS AUTHORITY DATUM: NAVD88 WFLUIMOREHEAD CITY, NORTH CAROLINA SHEET 4 OF 10 DATE:JULY 2012 CERTIFIED MAIL RETURN RECEIPT REQUESTED R E C E IV E D DIVISION OF COASTAL MANAGEMENT AUG 2 6 2013 ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONMA�yftEpftDEPT Name of Property Owner: North Carolina State Ports Authority Address of Property: Agent's Name #: Agent's phone #: 113 Arendell St. Morehead Citv NC 28557 (Lot or Street #, Street or Road, City & County) Todd C Walton 910-251-5678 Mailing Address: PO Box 9002 Wilmington NC 28402 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A Ile scn Aion or drawma with`dimensions must tie provided wittt`'tt is letfer. 4M� have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastaimanaaement nebcontact dchrhim or by calling 1-888-4RCOAST. No I O----- -- WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement, do not wish to waive the 15' setback requirement. (Property Owner Information) (Adjacent Property Owner nformation) mature l �j ���—Z ae rgnature Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 C�ty/State/Z�p 910-251-5678 Telephone Number Sly„ /,U, Print or Type Name Marling Address Uly/State2ip ' 7�3 '5ig;-7 Telephone Number /f flU/s ZDi3 a� /�� Date Dale / Revised 6/18/2012 CERTIFIED MAIL • RETURN' RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONMAIVER FORM Name of Property Owner: 1 Address of Property: Agent's Name #: North Carolina State Ports 113 Arendell St. Morehead City NC 28557 (Lot or Street #, Street or Road, City & County) Todd C Walton Agent's phone #: 910-251-5678 I hereby certify that I own property adjacent applying for this permit has described to me as they ,are proposing A'tescdofion ar.drawmo: H V I have no objections to this proposal, Mailing Address: PO Box W Wilmington NC 28402 ?p13 to the above referenced property. The individual shown on the attached drawina the develnnmenr I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmanaaement.neNcontact dcm htm or by calling 1-888-4RCOAST.. No WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) / I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. (Property Owner Information) Signature Todd C Walton Print or Type Name Po Box 9002 Mailing Address Wilmington NC 28402 City/State/Zip 910-251-5678 Telephone Number Mailing Address Ak LDS/ Ci /State/Zip 2s2- nG- 92�� Telephone Number PC Date Date Revised 61182012 1?5,c" is .tc 'bc-r Te to Cb - 1 :/11wtt Mid f 22.1 3.1 12.8 1 - 23,8 1 4 13.6 139 & 14,7 14.1 148 MAU"- .Vy* -T� -ilt k+6 LO CR4q 24.9 13. 12.3 14 13.9 14.9 14.5 47 DAY MARKE 27,7 14,5 12.3 14,2 145 14 Si. 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