120-13 NC State Ports Authority

Permit 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
[phone] 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
[e-mail]
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
[e-mail]
<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>
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.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
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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. Miles, Acting Executive Director NCSPA
Applicant Name
A lice ignatu
RECEIVED
'ilr 2 2 2013
DCM-MHD CTfY
252 d08.2808:: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12.2706

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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
[phone] 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 [phone].
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 ([e-mail])
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, [phone] 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: [phone] FAX: [phone] 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 [phone], or by email at [e-mail].
I Sincerely,
Daniel M, Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] 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 [phone], or by email at [e-mail].
Sincerely,
Daniel M..Govom
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] 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 [phone], or by email at [e-mail].
Sincerely,
f
Daniel M. Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone]B \ FAX: [phone] 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 [phone], or by email at [e-mail].
Sincerely,
r4�"eoc-' e--1
// DanielM. Govoni
Asst. Major Permits Coordinator .
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] 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: [phone] \ FAX: [phone] 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: [phone] FAX:[phone] 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 [phone]. 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: [phone] FAX [phone] 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 [phone] 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 [phone], 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
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li.4 72.4 I 314
9i EAST LIMIT OF
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I i WEST LIMIT OF
42), FEDERAL CHANNEL _7
APPR 'n fOOF PB-07
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EXIST. NAAGATION BUOY
OCT 10 2913
ll�z 140 1 2C,7 19 t�
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NORTH FLEETING AREA - PLAN
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. ...... - EXIST. ADJACENT PILOT
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APPROX LOCATION OF PB-04
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4 EAr-LIMIVGP �Ial le -a
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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 [phone]. 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 [phone]. 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: [phone] \ FAX: [phone] 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 [phone]. 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: [phone] 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 [phone]. 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 [phone]. 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: [phone] 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 [phone]. 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: [phone]M\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: [phone] \ Fax: [phone] \ 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 [phone]. 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 [phone] FAX: [phone]
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 [phone]. 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: [phone]Intemet: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 [e-mail].
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: [phone] Fax: [phone]

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 [phone]. 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: [phone] Internet: www.n=astalmanageinenl.net
An Equal OpporlunitylAlfirmallve Acton Employer

Govoni, Daniel
From:
Timpy, David L SAW [[e-mail]]
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 ([e-mail]); 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: [phone]
Email:[e-mail]
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 [phone],
Ext. 526 or [phone] 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 [phone].
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 [phone].
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 [phone] or email [e-mail] 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 [[e-mail]]
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 ([e-mail]); 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: [phone]
Email:[e-mail] .
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 [phone],
Ext. 526 or [phone] 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 [phone].
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 [phone].
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
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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

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SEXIST. WATERLINE _ . _ . _ . _ . _ . _ _ . _ _ _ _ _ _ _ . _ . _ _
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ELEVATION
DEMOLITION DETAILS NEWPORT RIVER
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®® APPLICATION BY: MOFFATT & NICHOL
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MOORING BUOY REMOVAL Poffm DATUM: NAYD88
a NOT TO SCALE MOREHEAD CITY, NORTH CAROLINA SHEET 4 OF 10 DATE: JULY 2013

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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
[phone], 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: [phone] \ FAX: [phone] 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
[phone], 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: [phone] \ FAX: [phone] 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
[phone], 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: [phone] 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
[phone], 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: [phone] FAX: [phone] 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
[phone]
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
[e-mail]
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
[e-mail]
<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 [phone]
Email lo55.L)[e-mail]
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 [phone]
Fax [phone]
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 #: [phone]
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 [phone]
Fax [phone]
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 #: [phone] 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 [[e-mail]]
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:[phone]
Fm [phone]
MlacekQnnasomvilliams.com
1

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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: [phone]
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
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:�ri$S'-'t3Sct� 11��'lllpty�hly�'�d!'III '11'111111111'11111'11'1"J11111lgii

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OF THE RETURN ADDRESS. FOLD

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SEAL END
PILE
a
8"0 SCH 80 ABAZ.STL PIPE RU< <
STRIP, TYP
_ PILE TOP
1 I EL +24.00
(NAVD88)
II 11
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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
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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"

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SOUNDING,G, INE
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{
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7
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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
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16.9
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1
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APPROX LOCATION OF
S014 BORING, TYP, FOR
4+).C"
26.3
IiSOIL; BORING L045SEE IF' 179
1
SHEETS 9 & 10
.3.7
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\ CHANNEL
-A
` SETBACK
LIMIT
4\8
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1
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TYP, SEE A
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7 lii^
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tfi0^
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436
91.8 ER9It'LIMIT;OF' io.t i8.2 Ig
FEDERAL CHANNEL ( S
PILE ROW
44.6
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@ 4 o EXIST. MUDUNE
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t 21? 019.1 Il : a &7 (WATER DEPTH
o BASED ON MLL)
w
3 u
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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
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4 4
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.2 125 ;�5 Is 3 16 6 ID� BASED ONWU-W)
EAST LIMIT OF z
FEDERAL CHANNEL
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OF
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CHANNEL
SETBACK LIM
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T
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BOUNDARY
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/-EXIST. CONC DOLPHIN BOUNDARY EXT, TYP
TO REMAIN
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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

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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: [phone]
FAX: [phone]
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 [phone].
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: [phone] FAX: [phone] 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, [phone] 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: [phone] FAX: [phone] 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 �!
Coastal Management Representative
Enclosure cc: Ted Tyndall, Assistant Director
Doug Huggett, Major Permits Coordinator
Roy Brownlow, District Manager/Compliance Coordinator
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Oppo`mnity 1AEirmative Action Employer

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AUG IS 1013
DCM--MHD CITY

NORTH RECENED
CAROLINA AUG 2 2 2013
PORTS 1,
Mark Blake, P.E. 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 [phone] 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. NC 28402 • www.ncports.com

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INDEX OF DRAWINGS
SHEET NO.
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
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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..' V !--�6 '5'- OF SHORELINE
FEDERAL CHANNEL 14� 15
12.7 2 40 15.2 1 i7�- 0 PB-02
15.5 17 1"1
�4 "I
APPROX LOCATION OF PS-07 STEEL PIPE MONOPLE,
SOIL 8 FOR 1, i 7.0
0 C .3.9 5.5 15.� I TYP, SEE
SOILBORING Al
434 3a.7 is? iS5 22 il
SHEETS
112 1 -31.4 14.2 6. S
43 4 It 13-2 14.1- 15.5 1-'.5
PILE SENT
DESIGNATION, TYP WP #4
5 WPV2 Te, ZL PILE ILE BENT
N 359817.46 pp
N (L PILE �i� ER9rLIMIT'dF9 161 l�a 1, ESIGNATION, TYP
PILE ROW IN 362680.57 1-' It 2693164.86
DEISGNATION� E 2692537.38 1 ";/-FEDERAL CHANNEL S
iFv -57 PILE ROW APPROX PROPERTY
80 '-0 t APSGNA 0 17, 15h APPROX PROPERTY BOUNDARY
BOUNDARY EXT. TYP
.., 3d !ia !B.o :35 .:•s
EXIST. NAMGATION BUOY "r. 432 �F' 6 249 i�.A F70
NOIE,
RECIMVED '
140 17, 2CI 1= 4i APPROX LOCATION LOCATION FOR REINSTALLATION OF
r 14-
i
EXISTING DAY MARKER #24 SHALL
I OF EXIST. 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

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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
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/
t
SEE NOTE 1
ly Sis?
_-.
,aS
12.3
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144 17 D 10.4
1
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14.9
16.4
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20.8
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y
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1
13A
151
157
17.9
201
21.1
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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
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42.5
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15 2
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17.4
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16.5
( SETBACK LIMIT
1
43.4
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I Is3
17.5
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(WATER DEPTH
17.5 BASED ON'MLLW)
16.5 11 1
i
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12.5 2.3
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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 #: [phone]
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

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