20041238 Ver 6_CAMA Application_20220622

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME:NC State Ports Authority C/O Todd Walton
2. LOCATION OF PROJECT SITE: Located along the NC Ports Authority barge berths 4 and 5 to
the east(southern berth face)and within Bogue Sound.
State Plane Coordinates—Longitude: 76°41'53 Latitude: 34°42'56
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— Google Aerial Photography and
past site visits.
Was Applicant Present—No
5. PROCESSING PROCEDURE: Application Received—5/19/2022
Application Complete- 5/19/2022
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: yes
(D) Intended Use: commercial
(E) Wastewater Treatment: Existing—Municipal sewer
Planned -None
(F) Type of Structures: Existing Buildings on high ground, road, storage tanks, piers,
bulkhead, day marker, mooring buoys, pilings, barge berth
areas,crane and rail areas
Planned—Berth 4 and 5 improvements (bulkhead
replacement,replacing and extending existing crane and
train rails, potable water and stormwater drainage systems
modification, south facing wall removal on transit shed 1
and construction of new wall on transit shed 1.
(G) Estimated Annual Rate of Erosion: N/A
Source—N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shoreline (bulkhead) N/A N/A 4,579ft2 Inc. with fill
1,272' along
shoreline
(B) High Ground N/A 65,340sf N/A
(D)Total Area Disturbed: 69,919ft2
(E) Primary Nursery Area: No
(F)Water Classification: SC Open: No

Field Investigation Report:
NC State Ports Authority
Page 02
8. PROJECT SUMMARY:
The applicant is proposing improvements to barge berth areas 4 and 5 which would include
bulkhead replacement, possible replacement and extension of crane and train rails, potable water
and stormwater drainage system modifications,transit shed 1 wall removal and new wall
construction.
9.Narrative Description
The NC State Ports Authority is proposing improvements to barge berth areas 4 and 5 and possible
high ground improvements if funding is available.This area is along the south side of the main
port property located at 107/113 Arendell Street in Morehead City.
The Morehead City Land Use Plan classifies this property as Port Mixed Use,with all
AEC's classified Conservation. This section of the Morehead City Channel/Bogue Sound is not
designated as Primary Nursery Area and is closed to the taking of shellfish. Bogue Sound within
this area carries a water classification of SC. Substrate in 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.
10. Project Description:
The existing major permit # 51-87 was issued a major modification on 11/14/2020 and is set to
expire on 12/31/2025.
The applicants are asking for a major modification to permit#51-87 for the barge berths(4 and 5)
and possible high ground improvements. Per the applicant it has been recently determined that the
steel sheet pile bulkhead within this area has accelerated deterioration by steel thickness loss which
may cause structural stability issues in the future. The applicant also states the existing facility was
constructed in the 1950's and is now close to its design life and needs to be upgraded. They are
also asking to replace and extend the existing crane and rail tracks,potable water and stormwater
drainage system modifications, removal of transit shed 1's south-facing wall and construction of a
new replacement wall if funding is available.
The bulkhead would be replaced by installing a new 1,272' long sheet pile bulkhead that would
extend approximately 1.2' to 3.6' waterward of the existing bulkhead and would be constructed
with a cast in place reinforced concrete pile cap. Per the applicant any existing armoring rocks at
the east end of berth 4 would be moved within an existing scour hole repair location and then
would be put back in place once the new sheet piles are installed. There would be a total of 2,912
sf of fill impacts that would occur within this area of Bogue Sound. The applicant also states the
sheet pile was designed so it could accommodate potential future average mudline (toe)elevation
of-45.15' using mean low water elevation as a reference at 00.00. The current average channel
depth is approximately-39'. Due the new bulkhead location, the applicant is also proposing
modifications to the cap. They would also install new soil anchors that would fix to the modified
cap as well as install new bollards and fenders along the water side of the replaced bulkhead
section.
•
If funding is available,the applicant is also proposing additional improvements (replacement and
extension of crane and train rails, potable water and stormwater drainage system modifications,
transit shed 1 wall removal and new wall construction)which consist of extending the crane and
train rails from the east end of berth 6 onto berths 4 and 5, installing a new 8-inch ductile iron pipe
water line and hose connections in vaults to replace the existing waterline and hose connections.

Field Investigation Report:
NC State Ports Authority
Page 03
The proposed 8-inch water line would run from the west end of berth 5 to the east end of berth 4
where it would reconnect to the existing water line.They are also proposing to replace an existing
storm drain as well as remove the south wall of transit shed I in order to make room for the rail
extension. A new wall would be constructed farther back from the face of berth 4. The south wall
of the shed,the southern portion of the roof and sidewalks,along with structural framing within the
limit would be cut back from the face of berth 4 about 16'. The floor slab and concrete curbs
within this area would be removed. Nonstructural brick walls would also be demolished as well as
all roofing and trim and any utility lines within this area would be disconnected and removed. The
new south wall would be constructed on new foundations and integrated with the remaining
building structure. In order to comply with current building code some of the remaining steel
framing may be strengthened as well.
11. Anticipated Impacts:
The bulkhead replacement within MHC Channel/Bogue Sound would fill a total of 4,579ft2 ft2 of
sand and silt bottom habitat. The high ground improvements would disturb approximately 1.5 acres
but would remain within and over existing impervious surfaces.
Name: Heather Styron Date: 6/17/22 Morehead City

11100
MAJOR PERMIT FEE MATRIX /,64,0,
licant: NG Pa - �w r`- .
Selection Development Type DCM % DWQ%
(14300 1601 4351000931625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100%($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o•en water areas:
II. Public or commercial
❑ development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o•en water areas:
Major Modification to a $250 ; 100% ($250) 0% ($0)
CAMA Major sermit
III. For development that
involves the filling and/or
1111111
excavation of up to 1 acre -
of wetlands and/or open
water areas, determine if A,
B, C, or D below a•dies:
III(A). Private, non-
❑ . commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 4097 (See
attached can be a•died:
I11(13) Public or commercial
El development, if General $400 100% ($400) 0%($0)
Water Quality Certification
No. 4097 (See attached)
can be a•'lied:
• II1(C): If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
4097 (see attached)could -
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a•uatic life:
111(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
4097 (see attached) cannot
be a••lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o•en water areas:

_=FTNc STATEF 1,o
MpY o 17, 0 V.1
ROY COOPER - `-A
Governor
ELIZABETH S.BISER ` n Iz„�
Secretary ' *fn`Q +,,`°Ea*="
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 22, 2022
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Office: 252-515-5416 (Courier 11-12-09)
gregq.bodnar©NCDENR.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: NC State Ports Authority
Project Location: Bogue Sound
Proposed Project: Improvements to barge berth areas 4 & 5
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by July 20, 2022. If you have any questions
regarding the proposed project, contact Heather Styron 252-515-5417.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
PRINT NAME
AGENCY
SIGNATURE _
DATE
D E Q NorthMorehead CarolinCity Officea Department1400 of
Commerce EnvironmentalAvenue Quality
Moorehead I Division Ci otyf CoastalNorthCaro Managementli, na 28557
NORTH CAROLINA
OepartmeM of Environmental 011ailty 252.808.2808

•
NORTH
CAROLINA
PORTSf�
May 9, 2022
Heather Styron
N.C. Division of Coastal Management
Morehead City Regional Office
400 Commerce Avenue
Morehead City, NC 28557
Subject: Modification to the Coastal Area Management Act Major Permit 51-87 for the Proposed Port of
Morehead City Berths 4 and 5 Improvements,Carteret County, NC
Dear Ms.Styron:
The North Carolina State Ports Authority(NCSPA) is requesting a Coastal Area Management Act (CAMA)
major permit modification to modify the existing CAMA major permit 51-87 issued on 11/14/2020 and
expiring on 12/31/2025 for the proposed Port of Morehead City Berths 4 and 5 Improvements project.
The Berth 4 and 5 improvements project includes the replacement of an existing bulkhead at Berths 4 and
5 along the south side of the Port in Carteret County, North Carolina. Depending on available funding,
improvements at Berths 4 and 5 may also include replacing and extending existing crane and train rails,
potable water and stormwater drainage system modifications, removing the south-facing wall of the
existing Transit Shed 1 to accommodate the new rail locations, and the construction of a new wall for the
existing Transit Shed 1.This permit modification has been prepared to assume all of these improvements
and related construction activities will occur. No other modifications to the CAMA major permit 51-87 are
requested at this time.
Please see the enclosed documents submitted as part of the CAMA major permit modification:
• ppendix A: Major Development Permit Forms
1. DCM MP-1
2. DCM MP-2—Excavation and Fill
3. DCM-MP-3—Upland Development
• Appendix B: Figure and Plan Sheets
1. Figure 1,Site Location Map
2. Permit Drawings—Existing and Proposed Features (General Site Plan;Sheet 1)
3. Permit Drawings---Existing and Proposed Features(Plan View; Sheets 2-6)
4. Permit Drawings—Existing and Proposed Features (Cross-Sectional View;Sheets 7-10)
• Appendix C:Supplementary Information
1. Project Narrative
2.401 Certification Pre-Filing Request Email
3. Deed Information
• Appendix D:Adjacent Property Owner Notification
1.Adjacent Property Owner Notification Cover Letters
2. Certified Mail—Return Receipts Requested
2202 Burnett Blvd,Wilmington, NC 28401 I 800-334-0682 I ncports.com

NORTH
CAROLINA
PORT Sf---
• A check for$400.00
If you have any questions or need additional information,please contact me at [e-mail]
or(910)746-6460.Thank you for your assistance with this project.
Kind regards,
North Carolina State Ports Authority
Todd C.Walton
Senior Environmental Analyst
2202 Burnett 81vd,Wilmington, NC 28401 I 800-334-0682 I ncports.com

N 0 RI H NC Ports Authority Phone: [phone] Check: 196912
CAROLINA PO Box 9002 Fax: [phone]
P 0 RT�� Wilmington, NC 28402-9002
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Payment No.: 2003911915
NC DEPT OF ENVIRONMENTAL QUALITY Check Date: 05/10/2022
DIVISION OF COASTAL MANAGEMENT Vendor No.: 81802
400 COMMERCE AVE
MOREHEAD CITY NC 28557
Page: 1 of 1
Invoice Our Tracking # PO/Contract # Gross Invoice
Invoice Number Date Remarks Amount* Discount Net Amount*
CAMAPERMIT2022 04/18/2022 1907297749 400.00 0.00 400.00
Check Total S400.00
DETACH FROM CHECK AND KEEP FOR YOUR RECORDS
*Includes unplanned freight, if applicable
T"E?f;'C CF THIS DOCUMENT HAS A COLORED BACKGROUND ON WHITE PAPER.THIS DOCUMENT CONTAINS A GENUINE WATERMARK.THIS DOCUMENT HAS A VISIBLE AND INVISIBLE FLUORESCE'!T FIBERS.
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Appendix A: Major Development Permit Forms
1. DCM MP-1
2. DCM MP-2 — Excavation and Fill
3. DCM-MP-3 — Upland ❑evelopment

CCM HP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
North Carolina State Ports Authority. Port of Morehead City Berths 4 and 5 Improvements
Applicant 1: First Name MI Last Name
Brian E Clark
Applicant 2: First Name MI Last Name
N/A N/A N/A
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
N/A 9002 Wilmington NC
ZIP Country Phone No. FAX No.
28402 USA 910-746-6460 ext.N/A N/A- -
Street Address(if different from above) City State ZIP
113 Arendell Street Morehead City NC 28557-
Email
[e-mail](Todd Walton is the point of contact for the Port)
2. Agent/Contractor Information
Business Name
N/A
Agent/Contractor 1: First Name MI Last Name
N/A N/A N/A
Agent/Contractor 2: First Name MI Last Name
N/A N/A N/A
Mailing Address PO Box City State
N/A N/A N/A N/A
ZIP Phone No. 1 Phone No. 2
N/A N/A- - ext. N/A- - ext.
FAX No. Contractor#
N/A N/A
Street Address(if different from above) City State ZIP
N/A N/A N/A N/A-
Email
N/A
<Form continues on back>
2 a2-8t38-2808 1-838-4taCC.AST .. www.nccoa5'talrilanageme53t.r+e:

Form DCM MP-1 (Page 2 of 5) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
Carteret 113 Arendell Street US-70
Subdivision Name City State Zip
N/A Morehead City NC 28557-
Phone No. Lot No.(s) (if many,attach additional page with list)
910-746-6460 ext.N/A 639617105464000,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Bogue Sound and Newport River
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 and Newport River
e. Is proposed work within city limits or planning jurisdiction? . f. If applicable,list the planning jurisdiction or city limit the proposed
®Yes ❑No work falls within.
Corporate limits of the Town of Morehead City
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
7,954 4,604,578
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A, NWL(normal water level)
(If many lot sizes,please attach additional page with a list) —5.88 ft ❑NHW or®NWL
e. Vegetation on tract
Terrestrial vegetation was extremely sparse and only growing opportunistically on previously disturbed;developed areas.
Weeds such as Chenopodium album(white goosefoot)were growing on paved areas where enough sand has accumulated
for hardy plants to root. Seaweed was growing on the existing bulkhead just below the water.
f. Man-made features and uses now on tract
The entire tract of the Port of Morehead City(Port) is developed and includes buildings, crane and train rail lines, asphalt
and concrete areas, and bulkheads along the waterward edge of the Port.
g. Identify and describe the existing land uses adjacent to the proposed project site.
West of the Port there is a Shell gas station and boat storage area. North,east, and south side of the Port is the Bogue
Sound/Newport River,
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Port-Maritime (PM) (Attach zoning compliance certificate,if applicable)
®Yes ❑No EINA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ❑Yes ®No DNA
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 of 5) APPLICATION for
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? EYes ®No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
The Port has an on-site wastewater collection system that they own.This system is connected to Morehead City's municipal
wastewater system and the City provides treatment. In the project area, stormwater disposal occurs through inlets with
individual pipes that drain directly to the Bogue Sound/Newport River. (see 4p)
o. Describe existing drinking water supply source.
The Port owns all water lines on their property.Water is provided by Morehead City.The existing potable water system for
Berths 4 and 5 was installed approximately 5 feet from the face of the bulkhead.Water flows through a 4-inch pipe, and there
are five water vaults containing valves and hose connections serving the platform.
p, Describe existing storm water management or treatment systems.
The existing drainage system consists of 12-by 18-inch catch basins spaced at approximately 20 feet on center longitudinally
and centered between the two existing train rails. Each catch basin is piped individually into a 4-inch pipe that extends
through the existing bulkhead. Downspouts for the Transit Sheds 1 and 2 are connected to the drainage system.Where this
occurs,the pipe size is increased from 4 to 6 inches.
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ❑Commercial ®Public/Government
❑Private/Comm unity
b. Give a brief description of purpose,use,and daily operations of the project when complete.
The bulkhead at the Port Berths 4 and 5 was constructed in the 1950s and is now experiencing accelerating corrosion of the
steel sheet pile. If no improvements are made to the existing bulkhead,the foundation and structural integrity of the relieving
platform may become compromised;therefore, the Port is proposing to replace the existing bulkhead.The North Carolina
State Ports Authority(NCSPA) is proposing to replace 1,272 feet of the existing bulkhead by installing new steel sheet piles
1.2 to 3.6 feet waterward from the existing bulkhead, placing fill between the existing and new sheet piles,and extending the
concrete apron to cover the new bulkhead area. Fenders and bollards will be installed for the new bulkhead. Additionally,a
temporary stand-off structure,either a steel frame with foam fenders or floating fenders, is being proposed between Berth 5
and Berths 6 and 7.
Additional improvement options not directly associated with the bulkhead(Additive 1) include the extension of the crane rail and
train rail from Berth 6 onto Berths 4 and 5, replacement of potable water and storm drainage infrastructure,and
reconfiguration of Transit Shed 1 to remove the south face of the building and reconstruct it northward farther from the edge
of the berth so that the crane can travel along Berth 5.
The Port is a breakbulk and bulk facility with train service provided by Norfolk Southern,operating crane equipment,and
storage facilities. The proposed improvements would allow the Port to continue to perform daily activities such as importing,
exporting, storing,transporting,and shipping commodities around and out of the Port.
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 NCSPA is proposing to replace the existing bulkheads at Berths 4 and 5 by driving new AZ26-700 steel sheet pile or
approved equivalents approximately 1.2 to 3.6 feet waterward from the existing sheet pile bulkhead for a length of 1,272 feet
beneath the mean low water line and existing mudline, adding fill between the existing and proposed sheet piles,expanding
the Port apron by paving to the edge of the proposed bulkhead replacement and adding a new concrete pile cap, and adding
structures such as fenders, bollards, and a temporary stand-off structure that are necessary for docking incoming ships(see
Project Work Plan Permit Drawings Sheets 1 through 10).The construction of the proposed bulkhead replacement will
require some water-based construction equipment and techniques. Barge(s)would be used in the water to operate and store
equipment and materials.
From the water, new soil anchors would be installed into the existing pile cap. A crane with a rock bucket or similar type of
bucket would be used to temporarily move the rocks(large cobble, small boulders, and/or NC Class 2 riprap) in the armor
layer within the existing scour hole repair location at the east end of Berth 4 to allow for the installation of new steel sheet
piles for the proposed bulkhead replacement(see Project Work Plan Permit Drawing Sheets 1 and 6).The moved rocks
would be shifted onto the existing armor layer during construction and moved back to the area in front of the bulkhead after
the new sheet piles are installed. No dredging will occur during the movement of the existing rocks.The new steel sheet piles
would be installed along the existing bulkhead using diesel and/or vibrating hammers.Temporary templates may be used
during construction in the same footprint of the proposed sheet piles. Once the new sheet piles are installed,the fill will be
placed in between the existing and new sheet piles.The fill may be added using a shoot. Temporary tie backs may be used
252-808-28O8 .. 1-888-4RCOAS-4" ., trwwwsaccoastalmanagernont.nel

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
to stabilize the newly installed sheets piles during the fill installation.The new concrete cap on the Port apron that will extend
to the edge of the bulkhead replacement will be installed from a barge and/or the existing Port apron. Fenders and bollards
will be installed/fastened mechanically into the new pile cap. Cathodic protection anodes will be installed by divers with
torches in the water.A turbidity curtain would be used in the water to control sediment or runoff that may enter the water
• column during construction.
Upland development construction activities such as the extension of the crane rail and train rail from Berth 6 onto Berths 4 and
5, replacement of potable water and storm drainage infrastructure, removal of the south-facing wall of Transit Shed 1,and
construction a new wall for Transit Shed 1 would take place from the Port apron. Cranes, excavators,jackhammers,
bulldozers, backhoes,loaders, pavers, dump trucks,and hauling trucks may be used during the upland development
construction activities. Silt fences and/or wattles will be used as perimeter controls for runoff.
d. List all development activities you propose.
Replacement of the existing bulkhead,which includes installing new sheet piles waterward, adding fill between the new and
existing sheet piles,and adding a new concrete pile cap.Other development activities may include the extension of the
crane rail and train rail from Berth 6 onto Berths 4 and 5, replacement of potable water and storm drainage infrastructure,
and reconfiguration of Transit Shed 1 to remove the south face of the building and reconstruct the wall•farther from the edge
of the berth so that the crane can travel along Berth 5. (see Project Narrative for more details)
e. Are the proposed activities maintenance of an existing project,new work,or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1.5 ❑Sq.Ft or IFAcres
g. Will the proposed project encroach on any public easement,public accessway or other area ❑Yes ®No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Currently,stormwater from the Port drains to catch basins and then discharges to the water(Bogue Sound/Newport River)
through 4-inch pipes installed in the existing bulkhead. Existing drainage pipes are proposed to be extended through the new
bulkhead. in the event that Additive 1 is constructed, a new stormwater drainage system would be installed where
stormwater will similarly drain to catch basins then out through the new bulkhead at Berth 4 and Berth 5.These stormwater
drainage improvements resulting from Additive 1 would extend eastward to the east end of Transit Shed 1. (see Project
Narrative for more details regarding Additive 1)
The bulkhead replacement will occur 1.2 to 3.6 feet waterward from the existing bulkhead along Berths 4 and 5 for a distance of
1,272 feet. The installation of new sheet piles into the channel bottom and fill placed between the existing and new bulkhead
will result in 2,912 square feet(0.07 acre)of permanent fill impacts.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes No DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes 0 No ®NA
j. Is there any mitigation proposed? ❑Yes No DNA
If yes,attach a mitigation proposal.
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6. Additional Information
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)—(t)are always applicable to any major development application, Please consult the application
instruction booklet on how to properly 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.
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Form DCM MP-1 (Page 5 of 5)
Ma
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return rec
owners have received a copy of the application and plats by certified mail. Such landowners must be advised the
which to submit comments on the proposed project to the Division of Coastal Management.
Name Neel Sykes,BOGUE HOLDINGS, LLC Phone No.N/A
Address 1600 Razorbill Court,Morehead City,NC,28557
Name Thomas E. Matthews,Jr.,Morehead City Yacht Basin,LLC Phone No.N/A
Address 208 Arendell Street,Morehead City,NC,28577
Name N/A Phone No.N/A
Address N/A
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee,
NC State Ports Authority CAMA 51-87 11/4/2020 NC State Ports Authority NPDES NCS0001
request 6/18/21
N/A N/A
h. 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 proj
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Enviro
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development des(
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 fe(
enter on the aforementioned lands in connection with evaluating information related to this permit a
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 141
27'PO-- Print Name gg4 £ ' G
• Signature •
Please indicate application attachments pertaining to your proposed 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 •t-888-4t3Cc(AST .. www.Tr,ccoissa)i-aczinnvec,n

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length N/A N/A N/A N/A N/A N/A N/A
Width N/A N/A N/A N/A N/A N/A N/A
Avg. Existing N/A N/A N/A N/A NA NA N/A
Depth
Final Project N/A N/A N/A N/A NA NA N/A
Depth
9. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NNW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(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
(ii)Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i)Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No DNA ❑Yes ❑No DNA
(ii)If no,attach a letter granting permission from the owner. (ii)If yes,where?
e. (i)Does the disposal area include any coastal wetlands/marsh f. (i)Does the disposal include any area in the water?
(CW) submerged aquatic vegetation(SAV),shell bottom(SB), ❑Yes ❑No DNA
or other wetlands(WL)? If any boxes are checked, provide the
number of square feet affected. (ii)If yes, how much water area is affected?
❑CW ❑SAV ❑SS
OWL El None
(ii)Describe the purpose of disposal in these areas:1I 262-30B-2808 :: 'i-t38s -4 cOA : :: wvvvv.occoasfialmaraafemerrt.riet vevisetl: 12/26/06

G'otr;ra t3 {C'aIM (Letcnva•Non mad Fill, l axg.E9 2 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4—Structures)
a. Type of shoreline stabilization: b. Length: 1,272 feet
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 1.2-3.6 feet(varies depending on shape and location of
existing and proposed sheet piles)
c. Average distance waterward of NHW or NWL: 2.6 ft d. Maximum distance waterward of NHW or NWL: 3.6 ft
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
AZ26-700 steel sheet pile or approved equivalent,with cast-in- months?
place reinforced concrete pile cap,soil anchors,and densified sand DYes DNo ®NA
fill between the new and the old sheet piles. (ii)If yes,state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material. •
Bulkhead backfill2,912 square feet Riprap N/A Steel sheet piles and densified sand between existing and
Breakwater/Sill N/A Other N/A proposed sheet piles.
i. Source of fill material.
Fill be will purchased from a company with a nearby facility.
•
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? DYes DNo DNA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
other wetlands(WL)? If any boxes are checked,provide the
(ii)Amount of material to be placed in the water number of square feet affected.
(iii)Dimensions of fill area ❑cW ❑SAV ❑SB
(iv)Purpose of fill ❑WL ❑None
(ii)Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
A crane with a rock bucket or similar type of bucket would be used . From a barge,a crane with a rock bucket or similar type bucket
to temporarily move the rocks(large cobble,small boulders, would be used to move rocks around within the existing scour
and/or NC Class 2 riprap)in the armor layer within the existing hole repair location at the east end of Berth 4 where new steel
scour hole repair location at the east end of Berth 4 to allow for sheet piles would need to be installed.Vibrating and/or diesel
the installation of new steel sheet piles for the proposed hammers would be used to drive piles,the fill between the
bulkhead replacement(see Project Work Plan Permit Drawing existing and proposed sheet piles would be installed using a
Sheets 1 and 6).The moved rocks would be shifted onto the shoot,temporary templates and/or tie backs may be installed
existing armor layer during construction and moved back to the to straighten and stabilize the proposed sheet piles during fill
area in front of the bulkhead after the new sheet piles are installation using the same equipment during the sheet pile
installed.No dredging will occur during the movement of the installation.Concrete pile caps will be constructed using a
existing rocks, crane from a barge or potentially in conjunction with typical
A turbidity curtain would be used in the water to control sediment or land construction equipment on the existing Port apron.
runoff that may enter the water column during construction.
Other materials used to install the proposed bulkhead replacement
• will be stored in developed upland areas and on barges during
construction.Silt fences and/or wattles will be used as perimeter
controls for runoff.
•
252-808-2808 :: 1-B88-4RCOA8T::www,riccoastalrkaareager53ent.net evlsed: .l2l2°6/06

Foir DUI] dP-2 (f xcavaf on -andf i-ailll, gaga 3 ass 3)
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
DYes ❑No ®NA site? ❑Yes ®No DNA
(ii) If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize
environmental impacts.
f z ;u,r 20 z-
Date
Port of Morehead City Berths 4 and 5 Improvements
Project Name
Applic a
pplicant Signature
•
•
2524l[lS-2SO8 :: 'J-8 8-stRCOAS :: vvvv iv.neconstalrsrtanacteriaeriLrie revised: l2/20106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. 1
1 building modification, stormwater and potable water -
systems, and train and crane rails
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre). ditches,etc.
N/A approximately 1.5 acres
•
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl, paver stone, asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing concrete, metal rails, concrete plank roof
activity begins.
(I) If applicable,has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
ElYes ❑No DNA
(ii)If yes,list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered.by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement,building,rooftops,or to be used for vehicular driveways (I) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
Tract in coastal shoreline AEC is currently 100% ❑Yes ®No DNA
impervious surface; all proposed improvements are to
manmade structures located in upland; approximately
2,548 square feet of impervious surface would be added (ii) If yes, list the date submitted:
to the tract with the additional concrete covering the
bulkhead replacement.
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces,such as pavement,building,rooftops,
or to be used for vehicular driveways or parking.
The entire tract is currently 100% impervious surface; all
proposed improvements are to manmade structures
• located in upland;approximately 2,548 square feet of
impervious surface would be added to the tract with the
additional concrete covering the bulkhead replacement.
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item(i)received state or local
N/A approval?
❑Yes No DNA
If yes,attach appropriate documentation.
252-€00-28+1)tf2 :: 1-888-4LL COrAS ':: ui ww.aic.coals`alrriaiia gernerr°a.riet re•viseri: I2/26/06

Form « 7 J L!T' Gib cl (lUpOsind nevsi"'V ID,r 69'll stity Pswje 2 oil 2)
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g., surface runoff,sanitary wastewater,industrial/ design?
commercial effluent,"wash down"and residential discharges). Eyes No DNA
Post-construction;surface runoff will be collected in the If yes, attach appropriate documentation.
existing or new stormwater drainage system and
discharged into the Bogue Sound/Newport River
through the proposed bulkhead replacement.
m. Describe proposed drinking water supply source(e.g.,well, n. (i) Will water be impounded? Eyes ®No DNA
community,public system,etc.) (ii)If yes, how many acres?
Drinking water is provided by Morehead City.The potable
water system at Berths 4 and 5 will be connected to
drinking water services.
o. When was the lot(s)platted and recorded? p. If proposed development is a subdivision,will additional utilities be
5/5/1951 installed for this upland development?
Dyes DNo ®NA
Date
Port of Morehead City Berths 4 and 5 Improvements
Project Name
Va-kir E.J
Applic r1Fme
pplicant Signature
2a2-808-2808 :: 7-803-4RiCOAS :: vvvnrvv.Yaccoashatr,1anaevGiraeret,reet revises]: 12/2610S

Appendix B: Figure and Plan Sheets
1. Figure 1. Site Location Map
2. Permit Drawings — Existing and Proposed Features
(General Site Plan; Sheet 1)
3. Permit Drawings -- Existing and Proposed Features
(Plan View; Sheets 2-6)
4. Permit Drawings — Existing and Proposed Features
(Cross-Sectional View; Sheets 7-10)

Appendix C: Supplementary Information
1. Project Narrative
2. 401 Certification Pre-Filing Request Email
3. Deed Information

Port of Morehead Berths 4 and 5 Improvements—CAMA Major Permit Modification for Permit 51-87
PROJECT NARRATIVE
Existing Conditions
The Port of Morehead City(Port) is a North Carolina State Ports Authority(NCSPA)facility located in
Carteret County that primarily handles bulk and breakbulk cargo. Along the southern berth face are
Berths 6 and 7 to the west and Berths 4 and 5 to the east.
Berths 4 and 5 are currently served by a concrete apron.The concrete apron is approximately 32 feet
wide at Berth 4 and approximately 40 feet wide at Berth 5 with crane and train rails, potable water and
drainage systems, and a sheet pile and concrete bulkhead along the Bogue Sound/Newport River.
The existing potable water system for Berths 4 and 5 is located approximately 5 feet from the face of the
bulkhead. Water flows through a 4-inch pipe,and there are five water vaults containing valves and hose
connections serving the platform.
The existing drainage system consists of 12-by 18-inch catch basins spaced at approximately 20 feet on
center longitudinally and centered between the two existing train rails. Each catch basin is piped
individually into a 4-inch pipe that extends through the existing bulkhead. Downspouts for the existing
sheds are connected to the drainage system.Where this occurs,the pipe size is increased from 4 to 6
inches.
It has recently been determined that the deterioration of the steel sheet pile bulkhead is accelerating, as
evidenced by steel thickness loss,which will lead to structural stability issues in the future if no action is
taken. It appears that the existing tie-back system and timber relieving platform are still functioning as
originally designed. In addition,the mudline at the face of the berth is now deeper than originally
designed in the 1950s due to scouring action.
The existing facility was constructed in the 1950s and is now close to its design life and needs to be
upgraded to prolong its functional life into the future.
Proposed Project
The NCSPA proposes to modify the existing CAMA permit 51-87 to include the replacement of the steel
bulkhead at Berths 4 and 5 at the Port in Carteret County, North Carolina.The bulkhead will be replaced
by installing a new bulkhead consisting of sheet pile that will extend approximately 1.2 to 3.6 feet
waterward from the existing sheet pile bulkhead and an integral cast-in-place reinforced concrete pile
cap.The new bulkhead will replace the existing bulkhead at Berths 4 and 5 for an approximate length of
1,272 feet. Fill will be placed between the existing and proposed steel sheet piles, and the concrete
apron will be extended to accommodate the new bulkhead.The proposed bulkhead replacement would
result in approximately 2,912 square feet(0.07 acre) of permanent fill impacts to the Bogue
Sound/Newport River. The rocks within the armor layer(large cobble, small boulders, and/or NC Class 2
riprap) at the east end of Berth 4 will be moved within the existing scour hole repair location during the
installation of the new sheet piles and put back into place after the new sheet piles are installed (see
MP-1 and MP-2 forms).The location of the new bulkhead has been designed so it can accommodate a
Wage

sheet pile size that is appropriate for a potential future average mudline (toe)elevation of-45.15 feet,
using the mean low water(MLW)elevation as the reference elevation at 0.00.The current average
channel depth is approximately-39 feet.The NCSPA has no current plans or funding for future dredging
along the bulkhead.Any future dredging would be permitted separately.
The location of the new bulkhead will require modifications of the existing pile cap. Due to the confines
of the existing landside structures, new soil anchors would be installed to replace the existing tie rods to
support the new bulkhead.The new soil anchors will be fixed to the existing pile cap via perforations
and pipe sleeves and the resulting system be made integral with the new pile cap via epoxy resin
dowels. Bollards and fenders would also be installed along the proposed bulkhead replacement but
would not result in permanent fill impacts. To prevent damages to ships at the corner of Berth 5 where
the proposed bulkhead replacement will extend farther waterward than Berth 6, a temporary stand-off
structure, which may be in the form of a steel frame with fenders or floating fenders, would be installed
at the western edge of the new bulkhead and connect to Berths 6 and 7.The addition of the temporary
stand-off structure will not result in any fill impacts or additional impervious surface. Some work for the
bulkhead replacement would be constructed from barge(s) (see construction methodology in the MP-1
form).
Additional improvements to Berths 4 and 5 not directly associated with the bulkhead replacement(Bid
Additive 1)are being proposed; however,these upland development activities would be constructed as
funding is available.These include the extension of the crane rail and train rail from Berth 6 onto Berths
4 and 5, replacement of potable water and storm drainage, and reconfiguration of Transit Shed 1 by
removing the south face of the building and constructing a new wall farther from the edge of the berth
so that the crane can travel along Berth 5.All items have been designed and are included in this permit
modification with the assumption that funding will be available (see MP-3 form).
Crane and Train Rails: Additive 1 would replace and extend the rails from the east end of Berth 6 to the
east end of Transit Shed 1 at Berth 4.
Potable Water:Additive 1 would include a new 8-inch ductile iron pipe (DIP) water line and hose
connections in vaults to replace the existing water line and hose connections in vaults.The new 8-inch
water line would run from the west end of Berth 5 to the east end of Berth 4 where it would reconnect
to the existing water line.
Storm Drainage:Additive 1 would include a new storm drain system for replacement of the existing
storm drain system serving Berths 4 and 5.
Transit Shed 1:The changes to Transit Shed 1 are needed to make room for the extension of the rails. In
Additive 1,the south wall of Transit Shed 1 would be removed and a new south wall farther back from
the face of Berth 4 would be constructed.The south wall of the shed,the southern portion of the roof,
and sidewalls, along with structural framing within the limit, would be cut back from the face of Berth 4
by about 16 feet.The floor slab and concrete curbs within this area would be removed. Brick walls
(nonstructural)would be demolished and all roofing and trim would also be removed. Utility lines within
the affected area will be disconnected and removed. New south wall steel framing will be designed on
new foundations and integrated with the remaining building structure. Some of the remaining steel
framings may be strengthened to enable the completed structural framing to be compliant with the
current building code.
2IPage

The project proponent hereby certifies that all information contained herein is true, accurate, and
complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and take action on this
CWA 401 certification request within the applicable reasonable period of time.
•
•
•
Wage

From:Todd W
Sent: Monday,Mlton
To: Perry,John April 25, 2022 10:16 AM
Subject: MHC I M<John.PerrvPncdenr.gov>
oerth 4-5 improvements
John,
I would like to
submit a Pre-filing Notice for the following project:
Project Name:
Project Owner Berth 4/5 improvements
Project Owner': NC State Ports Authority
City NC 28557''s Address:mailing: PO Box 9002 Wilmington NC 28402. Project address 113 Arendell St, Morehead
Project Count}
Type of project: Carteret
t/Approval Sought: NWP
Anticipated Iry
sheet pile. Tllpacts: Installation of"1272 of new sheet pile and the backfilling of^'2912ft2 between new and existing
drainage lines 1e existing rock armor area will be relocated temporarily during construction. Crane rail, waterlines,and
on the dock will also be repaired and replaced as necessary.
Drawing are at
:tached. Please let me now if any additional information is needed.
Thanks,
I Todd C. Way
I NORTH CARCdton
I Senior Enviror-INA PORTS
mental Analyst
1910-746-646�k,,
800-336-240f'`7irect l
Toll Free
ncports.com
Email to and Tr
Dm this address is public record and may be disclosed to authorized third parties.
i

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, OPEFiATA.ONS,...P.R I 011..TO-i,.,D ED_ ,HDE,Ii . .
. . -.s1 GNMELIT
'PORTS AUTHORJTY HAs PURCHASED.;AND .5 ECONED A- ' tr''''''' '' - '• ' -"•'4- '''". ' - -".L. .
• BONDS AND CoUPoNS. EXECUTED„BY. THE..NOREHEAD.. : '' ..L :-••, 4 - -.... ' . • - • . .
.• . • 'i i'lwat „S.I.,xT.Hoqs_A.
00•0 17)09
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. .,Ai.P../A04 inTqAg!tlx11.1 *Pli?...JW° '
THE SA i'D:NORTH cAROL 1 NA .ST..!..TE-PO RTSADTNPR!,. •- ' : -— ... • • :
.-•
HUNDRED ON THoUsANo .11GHT HUNDRED. ($20,17,89 -•-• —• " .
:- • .
,. :,,•TA;@!.14.-:tAIII.M.r#95R7 ,1.:74,r,RAT I ir,...3 4PW.71-t .
• A iap: pU.RsU„AN.T.:,T9...T14AU:r14.0F:i.kr17f,,,,Cm•NT,$,‘,1..N.ED,i V,1, : ..
CW'"44.tir
BY THE GENERAL ASSEMBLY. OF NORTH..GARoLi NA-0 •, ' ..• . - -- •.. , , • t1, . I
.
t F. w,7-,..O• B.*. Q. 6.07V-IPAAL!..9.r.A$14.: ,...r.t RST i.J? 1:tT...,,14,5.,, ,A.0 THOR!E ED,..'Amy,r_pi.REpr,r.giL„To-.3
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0 V.' EGR's HA Tgligidir A
,GET00.1010H,Li449410,. .MG AN
Ly MAE, ANL ALsp- TWO 'DOCKS,
LOADING EqUIPMENT, •WATER TANK
PHERNALIA AND EQUIPMENT USED
THE MoREHEAo CITY Poitr, INC6.1
.abED
THE PERIOD SUBSEQUENT TO 1 D.
OnRATioi4s. IN ExoEs4 or EXPE
THIS CONVEYANCE AND'TRA'
HEAD CITYOORT tOimtsioN SH'
:• , ,
BY THE MOREHEAD CITY Pok Cot
TWO TRACTS OF LAND INCLUDED
TO. ANY EXISTING
so SUBJECT TO DEED OF EA
16 MARCH, 1948, OR RECORD IN
• SUBJECT TO THE LEASE AGREEME
PORT COMMISSION AND TRUMBULL
ON SAID LEASES,, ,SNALL.GE
TO APRIL 195i,
TO HAVE AND'TO HOLD THR
PROPERTY, AND ALL PRIVI-LEGE• -
.
PARTY OF THE SECOND PARY,
HOOF FOREVER•
AND THE SAID PARTY OF .
, •
ASSIGNS, COVENANTS WITH THE
• AS :13310Y.:7110
_IN FEE .ojkLE-; TtIA.T4.1: M
DO HEREBY FOREVER WARRANT 'A
AGAINST tftE eLAft45 OF ALL. p
IN TEST WHEREOF
RESOLUTION DULY ADOPTED BY
NumsEn 315, RATIFIED.11 AP,
IN ITS NAME BY ITS CHAIRMA
FIRED.
•
- '

• HHORENEAD G1'TY ?OR' cofgMlssloN .
I ATTEST' '
,'r ' GEORGE'R.. 11AL'LACE •r • •• • •BY' H,• S .GIBES
(SEAL} CHA IRMAn1'• , tI
I
I I
y
NO TH-.CARCLEA, CARTER PO.I.! TY . • • f • . .
ON TH15 DAY' BEFORE f4F; THE UNDERSIONED AUTHORITY, PERSONALLY CANL' GEO1,6;, _
r F 7 1 1 • 1 , -♦ �? �,S Ti IS {rj I I I 1 rI 1 x ;,
•R. .I4ALLACEq -uiITH WI-oH 7•:gM'(ERSailA,E:1 ,ACQUAJNTEC,'114'iDEIN ..I5•V I I, `Y1 40 ,
SA.YS'.THAT-'}Ir'S. O1`.6.&-.'I.S THE CNAi:RMAN :AND'THAT`.GEORGE.;.R WAL.LACE.'.Is. 3 :;1� S LRE'
.. TAttY= OF THE.HOREHEAU. C1:7Y.-FORT..C'01,1 SSION, 19>r,CO pORA'f OLf ;DESCI it3ED 1r1;;AND :l
Hll l H 1=XECUYED THE FT,*(3O I NG f NSTRUI1EHT IN 1•R.ITTlNG4. THAT•HE.•KNOHs:,THE CdtA14911
SEAL or SAID CO.R•RogATIUN.f ;THAT' 'i'HR ,SEAL A• IYED. TO ITHE•t:,okE,pp)Bo,1NSTR13,M? ITT: . . .
-1.A SAID.COMMON SEAL; AND TFlE N'1NE•O.F THE CORPORATION DUD$CR,1•BED THERETU•.HY Tkf
SAID CHAI-HIAN, AND THAT TSW(E SAID CHA-IRM(AN AND.-SECRETARY •SUBSCRIBED'THE 7t 04111ES.
. THERETO, AND THE SAID COMMON .SEA1. WKS AFFIXED, AL:I: BY ORDER THE BOARD Or'DI.T
RECTORS OF SAID CORPORATION, AND THAT' THEY SKIP INSTRUMENT I5 THE ACT AND DEED
. . OF SAID CORPORATION. '
WITN$SS MY HAND AND •NOTARIAL. SEAL THIS 26 DAY OF APRIL_I. 1951.•
CORN. EXP. 17--22-1952 • •I-IARN. V.1RGINIA GOOWIN.. NOTARY PUBLle
•
NORTH CAROLINA, CARTERET BOUNTY
THE FOREGOING CERT I F I CA'rE OF MARY :Y'1 RA I N IA•Gomm?? OF,CARTERET COUNTY -Ts.
ADJVOGED TO BE CORRECT. LET THE. INSTRUMENT 01TH THE CERTIFICATES BE REed S•TERED.'
WITNESS MY HAND THIS 571-I DAY OF MAY, 1951.
. . . . A. H.._ AKE'S C1:ERK SUPERIOR COURT, •
F I'LED 1 5.S-51 ,
'RECpRDED ANI) V'£R 1'FI ED-: 5.7'51
4RV.IN,W. DAVIS, REGISTER OF 'GEED
NORTH CAROLINA, CARTERET COUNT`( .
', INopIN W. ,DAVI-S, REGISTER OF DEEDS OF CARTERET COUNTY, NORTH CAROLINA,
06 REREBY CERTIFY THAT THE FOREGOING DEED AND BILL OF SALE FROMMOREHEAD CITY
PORT COMMISSION TO. NORTH CARO.L.INA STATE PORT AUTHORITY f5 A TRUE AND EXACJ'•COPY
AS TAKEN FROM AND CPMPARED..WITH THE RECORDS OF THIS OFFICE I-N BOOK .133,.PAGE 25pr
WI-TiE53 MY HAND AND OFFICIAL SEAL, THIS 2ND DAY OF MAY 19?5♦
A .
IRVIN, 14, :DAV1S
. - R>±GISTEROF DEEDS •

p
Appendix D: Adjacent Property Owner
Notification
1. Adjacent Property Owner Notification Cover Letters
2. Certified Mail — Return Receipts Requested

NORTH
CAROLINA
PORTS��
Kind regards,
North Carolina State Ports Authority
°Zest"
4)/
Todd C. Walton
Senior Environmental Analyst, North Carolina Ports Authority
Enclosures: MP-1, MP-2, and MP-3 CAMA Major Development forms;Permit Drawings Sheets 1-10
CC: Heather Styron, NC Division of Coastal Management
2202 Burnett Blvd,Wilmington, NC 28401 I 800.334.06B2 I ncports.com

NORTH
CAROLINA
PaRTS���
April 26, 2022
Thomas E. Matthews,Jr.
Morehead City Yacht Basin, LLC
208 Arendell Street
Morehead City, NC 28557
Certified Mail—Return Receipt Requested
Subject: Modification to the Coastal Area Management Act Major Permit 51-87 for the Proposed Port
of Morehead City Berths 4 and 5 Improvements,Carteret County, NC
Dear Property Owner/Manager:
The North Carolina State Ports Authority has completed a Coastal Area Management Act(CAMA)major
permit modification request to modify the existing CAMA major permit 51-87 for the proposed Port of
Morehead City Berths 4 and 5 Improvements project.The Berth 4 and 5 improvements project includes
the replacement of an existing bulkhead at Berths 4 and 5 along the south side of the Port in Carteret
County, North Carolina. Depending on available funding,improvements at Berths 4 and 5 may also include
replacing and extending existing crane and train rails,potable water and stormwater drainage system
modifications,removing the south-facing wall of the existing Transit Shed 1 to accommodate the new rail
locations,and the construction of a new wall for the existing Transit Shed 1.The specifics of the
proposed work are in the enclosed CAMA development forms and drawings.
As the adjacent riparian property owner for your property located at 208 Arendell Street, Morehead
City,28557 to the aforementioned project, I am required to notify you of the development in order
to give you the opportunity to comment on the project. Please review the attached permit
modification and drawings.
Should you have any objections to this proposal, please send your written comments to Roy
Brownlow,the NC Division of Coastal Management District Manager,400 Commerce Avenue,
Morehead City, NC,28557,within 30 days of your receipt of this notice.Such comments will be
considered by the Department in reaching a final decision on the modification. No comment within
30 days of your receipt of this notice will be considered as no objection. If you have any questions on
this project, please call me at(910) 746-6460,or e-mail me at [e-mail].
I •334-0682 I ncports.com
2202 Burnett Blvd,Wilmington, NC 28405 800 p or t

NORTH
CAROLINA
PORTS
Kind regards,
North Carolina State Ports
Authority
••off ' /-
Todd C.Walton
Senior Environmental Analyst, North Carolina Ports Authority
Enclosures: MP-1, MP-2,and MP-3 CAMA Major Development forms; Permit Drawings Sheets 1-10
CC: Heather Styron, NC Division of Coastal Management
2202 Burnett Blvd,Wilmington, NC 28401 I 800-334•0682 ! ncports.com

r. 1
Morehead CityBasin, .
\, Parcel Ea,639617011427000 "' A
f_ _,
.2.10II,rye ' } ` s •
•� , IN
=� s• ,� North Carolina PortsAuth'orty __.fr
.if A in.„ -i ,„F.I.,„,..4.,.-,.,-' ..- _'; Parcel No. 6396,1r7.1054640+00 74. 1
�' 4 ' Arendell lrehead
11ti k11
. - y i•' i �;.)7-:-.---
--;;:::—'---
Mr ' . 1,AI —" f r's 1.4-:111:- !f i.i ` 4 PortofM Cit, .
BOGUE HOLDINGS, 1L kk. ;;,.e:.14 �`i _„
' Parcel Ea 6388620906883000 1' ---``-
A.
North Carolina Ports Authority
Parcel No. 639617105464000
North Carolina Ports Authority T_ '
Parcel No. 638620909711000 '
. - l'"13--- -\,:'. \ -.- -------7 , Na-aport RivFr
1 Out]Rd
North Carolina forts Authority .Y
',,p Port of Morehead City
Parcel Ea,639617005507000 0
t
- A,,,,,st Morehead City
Beaufort
Legend
Parcels B O G U • I 7 I Atlantic
Beach
2,000
Source: ESRI Aerial Imagery via NC CGIA(2020), NC OneMap Carteret County Parcels(2021),and NCDOT Routes(2022) Feet
NORTH" N Project Location:
) CAROLINA Port of Morehead City 113 Project
Loll Street
POR Improvements to Berths 4 & 5 Morehead City, NC 28557
WSP USA INC. North Carolina State Ports Authority N Site Location Map Carteret County
434 Fayettevile Street PO Box 9002 ,\
Suite 1500 Wilmington, NC 28402 vv -E 0 500 1,000 2,000 February 14, 2022
Raleigh, NC 27601 S Feet

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CV -'S.,,,..... BERTH
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J
a
LEGEND
a EXISTING NEW 0
o 0
o
100 TON TEE BOLLARD
2
• FENDER
0 STORM DRAIN INLET KEY PLAN w
`P SD—STORM DRAIN PIPE 0.14 Ui
I —ex— —8W WATER LINE
cM WATER SERVICE BOX 20' 10' 0 20' 40' TRANSIT SHED 2 �TRANSIT — Ia J I_
art, / `/ BULKHEAD WALL f 7 w r=
�, , I I 0-I5"
8 I. FENDER W/STANDOFF(BERTH 6&7) ' }
—1 SECTION CUT LOCATION SCALE: 1" = 20' -�BERTHfi -I- BERTHS I. BERTH 4 .I ' w
v
2 co
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SHEET—Permit100-30900723—Plan-101 thru 105.dwg 4/14/2022 12:26 PM Gin
PART OF TRANSIT SHED 1
(TO BE REMOVED)
(ADDITIVE 1)
CAMA AEC - 75'
ESTURAINE WATERS
COASTAL SHORELINE
MODIFIED
TRANSIT SHED 1
(ADDITIVE 1)
NEW DRAINAGE, TYP.
(ADDITIVE 1)
NEW TRAIN TRACKS
(ADDITIVE 1)
CAMA AEC - 30'
PUBLIC TRUST
WATERS COASTAL
SHORELINE
/
SO—
SO ----- SO- — SO
M SD— 0—SO M M — SD —SO
0 M
o
aII
8,• •
8W 8W 81/ SW SW SW SW SW
— — -1—
PW DW DW
OW
— — — — SW + SW !W SW BW — 8W — — SW — BW BW SW
II .PW -ow- -Pw II Pw nw nw nu nw
✓ \—/ \_/ \—/ \—/ \—/ \\\� / / / / \ / / \/ \✓ \\\ / / / 4./�� / / / \L / �✓\�
/ \I / /
� / / � J �J \_\- (mil / / \-1 � � \ _/ \_/Imo_/
l \J _' \—/ \—/ \.\ _/ \ _/ \ _/ N_ _/ N_ _/ r/ �� / / \ _/ �✓ \_47 \_._/ \_._/ \_._/
\_._/ IN—/ Y
�I
IxIxIxIxIxV
NEW WATER
SERVICE
--..-..r..- - AIP\A/rD4 AIP MC\N
1`? " V V V
S 83° 35' 26" W
EXISTING FACE EXISTING STEEL
CONC. PILE CAP SHEET PILES,
MLW/MHW CA!"C nr
O
O
CO
LEGEND
EXISTING NEW
100 TON TEE BOLLARD
FENDER
STORM DRAIN INLET
STORM DRAIN PIPE
—PM— — 8W WATER LINE
WATER SERVICE BOX
rt \✓ `._/ BULKHEAD WALL
I•I
PERMANENT FILL IMPACT:
LENGTH = 1272± LF
WIDTH = 1.2 FT TO 3.6 FT
TOTAL AREA = 2912± SF
IMPERVIOUS AREA
ADDED = 2548 SF
FENDER W/ STANDOFF (BERTH 6 & 7)
SECTION CUT LOCATION
RAIL TRACK
(ADDITIVE 1)
O
O
10
BOGUESOUND
—
BULKHEAD
EXTENSION OF
EXISTING STORM
DRAIN PIPE, TYP.
BERTH 4
20' 10' 0
NEW FENDER,
TYP.
O
O
20' 40'
SCALE: 1" = 20'
EXISTING
BULKHEAD
KEY PLAN
PROJECT LOCATION:
W W N
U
Z
Y
J
0
w <
ij
CARTERET COUNTY
APRIL 15, 2022
PROJECT WORK PLAN
PERMIT DRAWINGS
EXISTING AND PROPOSED FEATURES
DRAWN BY: BRG
SHEET 5 OF 10
PORT OF MOREHEAD CITY
IMPROVEMENTS TO BERTHS 4 & 5
>-
0
O
Q
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adz
LLJ
<00
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NORTH CAROL!
TRANSIT SHED 2
TRANSIT SHED 1
BELT? 4 I BERTH 5 I BERTH 4
0

SHEET—Permit100-30900723—Plan-101 thru 105.dwg 4/14/2022 12:30 PM Gin
8
yI
1
8W —
O
O
CO
MODIFIED
TRANSIT SHED 1
(ADDITIVE 1)
PART OF TRANSIT SHED 1
(TO BE REMOVED)
(ADDITIVE 1)
NEW DRAINAGE, TYP.
(ADDITIVE 1)
NEW TRAIN TRACKS
(ADDITIVE 1)
8W-8—8W-8W-8W-8W-81
EXISTING STEEL
SHEET PILES,
NEW WATER I MLW/MHW
SERVICE
(ADDITIVE 1) LFACE OF
EXISTING
BULKHEAD
LEGEND
EXISTING NEW
100 TON TEE BOLLARD
FENDER
STORM DRAIN INLET
— SO — STORM DRAIN PIPE
PW— — 8W WATER LINE
WATER SERVICE BOX
rt \ _/ `,_/ BULKHEAD WALL
1•1
EXTENSION OF
EXISTING STORM
DRAIN PIPE, TYP.
CAMA AEC - 75'
ESTURAINE WATERS
COASTAL SHORELINE
CAMA AEC - 30'
PUBLIC TRUST
WATERS COASTAL
SHORELINE
8W-8—BW—SW—
NEW CRANE
RAIL TRACK
(ADDITIVE 1) NEW FENDER,
O TYP.
O
CV
PERMANENT FILL IMPACT:
LENGTH = 1272± LF
WIDTH = 1.2 FT TO 3.6 FT
TOTAL AREA = 2912± SF
BOGUE SOUND IMPERVIOUS AREA
ADDED = 2548 SF
FENDER W/ STANDOFF (BERTH 6 & 7)
SECTION CUT LOCATION
S 83° 35' 26" W
NEW BULKHEAD
EXISTING
SCOUR HOLE
REPAIR LOCATION
BERTH 4
20' 10' 0
EXISTING FACE
CONC. PILE CAP
O
O
o0�v oUO
,�ooco�o��o
\
EXISTING
BOLLARD
\
..aalliattegoat‘11.11t
/ mar/
20' 40'
SCALE: 1" = 20'
KEY PLAN
EXISTING
SCOUR HOLE
REPAIR
LOCATION
WORK POINT 1
359571.3702
2692644.2067
STATION 0+2839
PROJECT LOCATION:
CARTERET COUNTY
APRIL 15, 2022
PROJECT WORK PLAN
PERMIT DRAWINGS
EXISTING AND PROPOSED FEATURES
DRAWN BY: BRG
SHEET 6 OF 10
PORT OF MOREHEAD CITY
IMPROVEMENTS TO BERTHS 4 & 5
NORTH CAROL!
TRANSIT SHED 2
TRANSIT SHED 1
BERTH 6 I BERTH 5 BERTH 4
Omit

SHEET—Permit100-30900723—Section-301.dwg 4/12/2022 3:18 PM Griffin
ANCHOR WORKPOINT
ELEV. 2.54
MHW+3.10 MHHW+3.39
MLLW-0.15 MLW0.00 y
4 SHEET PILE
CONSTRUCTION BASELINE
NEW PILE CAP 2'-0" 4'-0%"
32'-0" CRANE RAIL
100 TON TEE BOLLARD
ELEV 8.98
INVERT
ELEV. 4.09
TOP OF SHEET PILE
ELEV. 1.93
ARCH FENDER
EXIST. MUDLINE
PILE CAP —
EXIST. PILE CAP
ELEV. -4.52
DENSIFIED
SAND FILL
NEW SHEET PILE
(SEE GENERAL
NOTES)
EXIST. SHEET PILE
DESIGN ELEVATION FOR POTENTIAL FUTURE DREDGE =-45.15
DESIGN TIP ELEVATION = -71.07
PROP R1
PROP TK2
4 TRACK 2
CATCH
BASIN
PROP TK1
TRACK 1
LANDSIDE CRANE BEAM & PILE
PROP R6
PROP TK3
SEE CIVIL DWGS. FOR 4 TRACK 3
PAVEMENT SECTION
1
EL, TYP.
V
BOT. OF WATERSIDE
CRANE RAIL CORBEL
(ADDITIVE 1)
ELEV. 5.77
V
V
1
r
LJ
1'/4'0 TIE ROD
EXIST. RELIEVING PLATFORM
V
EXIST. TIMBER
PILE, TYP.
SECTION AT BERTH 5 STA. 11+75.00
SCALE: %" = 1'
ELEV. 5.27
LANDSIDE CRANE RAIL BEAM
ELEV.-0.96±
EXIST. TIE ROD
HP12x53 PILE
SOIL ANCHOR (BASE BID)
EXIST. TRANSIT
SHED #2
FOUNDATION
EXIST. ANCHOR
NOTES:
1. EXISTING FEATURES SHOWN IN THIS SECTION ARE FOR THE
CONTRACTORS REFERENCE ONLY AND BASED ON AS -BUILT
DRAWINGS (DATED 1969) PROVIDED BY NC PORTS. THE
CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION AND
DIMENSIONS INDICATED HEREIN. IF DISCREPANCIES EXIST
BETWEEN THE DRAWINGS AND SITE CONDITIONS, THE
CONTRACTOR SHALL INFORM THE OWNER.
2. EXISTING FEATURES SHOWN IN THIS SECTION SHALL REMAIN
IN PLACE, UNLESS NOTED OTHERWISE.
3. FOR THE PURPOSE OF THE CAMA PERMIT APPLICATION, THE
MEAN LOW WATER IS DEPICTED AS 0.00 AND IS THE
REFERENCE FOR WATER DEPTHS AND LAND ELEVATIONS
DEPICTED.
8' 6' 4' 2' 0
8' 16'
SCALE: 1 /8" = 1'-0"
PROJECT LOCATION:
CARTERET COUNTY
APRIL 15, 2022
CROSS SECTION VIEW
PERMIT DRAWINGS
EXISTING AND PROPOSED FEATURES
DRAWN BY: BRG
SHEET 7 OF 10
PORT OF MOREHEAD CITY
IMPROVEMENTS TO BERTHS 4 & 5
>-
0
O
N
CO ▪ CNI
amz
< 00
Nm0
O
Zaz
J >J_
0
0
0
z

SHEET—Permit100-30900723—Section-302.dwg 4/12/2022 4:20 PM Griffin
ANCHOR WORKPOINT
ELEV. 2.54
MHW+3.10 MHHW+3.39
MLLW-0.15 MLW0.00 u
EXIST. STORM WATER
OUTLET ELEV. 0.56±
100 TON TEE BOLLARD
DOWEL, TYP.
ELEV 8.98
ARCH FENDER
INVERT
ELEV. 4.09
TOP OF SHEET PILE
ELEV. 1.93
PILE CAP
EXIST. PILE CAP
ELEV. -4.52
DENSIFIED
SAND FILL
NEW SHEET PILE
(SEE GENERAL
NOTES)
EXIST. SHEET PILE
EXIST. MUDLINE
DESIGN ELEVATION FOR POTENTIAL FUTURE DREDGE = -45.15
DESIGN TIP ELEVATION = -71.07
4 SHEET PILE
__—CONSTRUCTION BASELINE
2'-0„
32'-0" CRANE RAIL
/—PROP R1
—BOT. OF
WATERSIDE
CRANE RAIL
CORBEL
ELEV. 5.77
PROP TK2
4 TRACK 2
CATCH
BASIN
PROP TK1
TRACK 1
� —PROP R6
SEE CIVIL DWGS.
FOR PAVEMENT
SECTION
r
° EXIST.
WATERLINE
1
r
1I
J K/ W
STORM
DRAIN PIPE
EXIST. C.I. PIPE
13/4"0 TIE ROD
EXIST. TRANSIT SHED #2
FOUNDATION
LANDSIDE CRANE RAIL BEAM
7—ELEV. 5.27
EXIST. RELIEVING PLATFORM
EXIST. TIE ROD
POTABLE WATER
V
V
V
EXISTING DRAIN PIPE
TO BE CUT, FILLED W/
FLOWABLE FILL AND
ABANDONED IN PLACE
EXIST. TIMBER
PILE, TYP.
SECTION AT BERTH 5 STA. 10+00.00
SCALE: %" = 1'
4 EXIST. ANCHOR
ELEV. -0.96±
�—HP12x53 PILE
SOIL ANCHOR (BASE BID)
NOTES:
1. EXISTING FEATURES SHOWN IN THIS SECTION ARE FOR THE
CONTRACTORS REFERENCE ONLY AND BASED ON AS -BUILT
DRAWINGS (DATED 1969) PROVIDED BY NC PORTS. THE
CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION AND
DIMENSIONS INDICATED HEREIN. IF DISCREPANCIES EXIST
BETWEEN THE DRAWINGS AND SITE CONDITIONS, THE
CONTRACTOR SHALL INFORM THE OWNER.
2. EXISTING FEATURES SHOWN IN THIS SECTION SHALL REMAIN
IN PLACE, UNLESS NOTED OTHERWISE.
3. FOR THE PURPOSE OF THE CAMA PERMIT APPLICATION, THE
MEAN LOW WATER IS DEPICTED AS 0.00 AND IS THE
REFERENCE FOR WATER DEPTHS AND LAND ELEVATIONS
DEPICTED.
8' 6' 4' 2' 0
- ■ ■
8' 16'
SCALE: 1 /8" = 1 ' -0"
PROJECT LOCATION:
CARTERET COUNTY
APRIL 15, 2022
CROSS SECTION VIEW
PERMIT DRAWINGS
EXISTING AND PROPOSED FEATURES
DRAWN BY: BRG
SHEET 8 OF 10
PORT OF MOREHEAD CITY
IMPROVEMENTS TO BERTHS 4 & 5
>-
0
0
N
CNI
amz
<000
0m0
O
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0
0
0
z
0

SHEET—PermIt100-30900723—Section-303.dwg 4/12/2022 4:27 PM Griffin
100 TON TEE BOLLARD
ANCHOR WORKPOINT
ELEV. 2.54
MHW +3.10
MHHW+3.39
MLLW-0.15 MLW0.00 y
EXIST. STORM WATER
OUTLET ELEV. -0.56±
DOWEL, TYP.
ELEV 8.98
ARCH FENDER
INVERT
ELEV. 4.09
TOP OF SHEET PILE
ELEV. 1.93
PILE CAP
EXIST. PILE CAP
ELEV. -4.52
DENSIFIED
SAND FILL
SHEET PILE (SEE
GENERAL NOTES)
EXIST. SHEET PILE
EXIST. MUDLINE
SHEET PILE
—CONSTRUCTION BASELINE
2'-0"
32'-0" CRANE RAIL
DESIGN ELEVATION FOR POTENTIAL FUTURE DREDGE = -45.15
DESIGN TIP ELEVATION = -71.07
—PROP R1
BOT. OF
WATERSIDE
CRANE RAIL
CORBEL
ELEV. 5.77
\\ EXIST.
�\/4 WATERLINE
V
PROP TK2
4 TRACK 2
1
r
EXIST.
C.I. PIPE
V
—PROP R6
—PROP TK1
CATCH
BASIN 4 TRACK 1
1 %"0 TIE ROD
EXIST. DRAINAGE PIPE
EXISTING DRAIN PIPE
TO BE CUT, FILLED W/
FLOWABLE FILL AND
ABANDONED IN PLACE
V
EXIST. TIMBER
PILE, TYP.
SECTION AT BERTH 4 STA. 3+10.00
SCALE: %" = 1'
SEE CIVIL
DWGS. FOR
PAVEMENT
SECTION
LANDSIDE CRANE RAIL BEAM
\—ELEV. 5.27
EXIST. RELIEVING PLATFORM
EXIST. TIE ROD
RELOCATED FACE OF
TRANSIT SHED #1, SEE
BUILDINGS DRAWINGS
FOR DETAILS
EXIST. ANCHOR
ELEV. -0.96±
HP12x53 PILE
SOIL ANCHOR (BASE BID)
NOTES:
1. EXISTING FEATURES SHOWN IN THIS SECTION ARE FOR THE
CONTRACTORS REFERENCE ONLY AND BASED ON AS -BUILT
DRAWINGS (DATED 1969) PROVIDED BY NC PORTS. THE
CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION AND
DIMENSIONS INDICATED HEREIN. IF DISCREPANCIES EXIST
BETWEEN THE DRAWINGS AND SITE CONDITIONS, THE
CONTRACTOR SHALL INFORM THE OWNER.
2. EXISTING FEATURES SHOWN IN THIS SECTION SHALL REMAIN
IN PLACE, UNLESS NOTED OTHERWISE.
3. FOR THE PURPOSE OF THE CAMA PERMIT APPLICATION, THE
MEAN LOW WATER IS DEPICTED AS 0.00 AND IS THE
REFERENCE FOR WATER DEPTHS AND LAND ELEVATIONS
DEPICTED.
8' 6' 4' 2' 0
8' 16'
- ■ ■
SCALE: 1 /8" = 1'-0"
PROJECT LOCATION:
r
ul
wCO
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ce U
ci)?
Lu
J F
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aw
0
2
CARTERET COUNTY
APRIL 15, 2022
CROSS SECTION VIEW
PERMIT DRAWINGS
EXISTING AND PROPOSED FEATURES
DRAWN BY: BRG
SHEET 9 OF 10
PORT OF MOREHEAD CITY
IMPROVEMENTS TO BERTHS 4 & 5
>-
0
O
N
CO ▪ CNI
amz
< 00
Nm0
>J_
NORTH CAROL!
0

4/13/2022 3:23 PM Griffin
SHEET—Permit100-30900723—Section
MHW+3.10 MHHW+3.39
MLLW-0.15 MLW0.00 p
100 TON TEE BOLLARD
ELEV 8.98
ARCH FENDER
TOP OF SHEET
PILE
ELEV. 1.93
PILE CAP -
EXIST. PILE CAP
ELEV. -4.52
DENSIFIED
SAND FILL
SHEET PILE
(SEE GENERAL
NOTES)
EXISTING ROCK ARMOR LAYER WILL BE
TEMPORARILY MOVED WITHIN THE
EXISTING SCOUR HOLE REPAIR LOCATION
TO DRIVE IN NEW SHEET PILES. THE ROCK
ARMOR MATERIAL WILL BE PUT BACK
ALONG THE FACE OF THE NEW SHEET
PILES TO PREVENT SCOUR. DEPTH IS
APPROXIMATE (SEE NOTE 4).
EXIST. DEPTH OF
CHANNEL BOTTOM
4. SHEET PILE
2'-0n
—CONSTRUCTION BASELINE
r.
o°o°o°o°o°o°o°o°0°0g06.0°0°0°0%0°0°0°0°0°0
o°o°o°o°o°o°o°o°°rs°o°o°o°o°o°o°°°°°°o°o°o°o°o°o°o
0 0 0 0 3 o 0 0 0 0 0 0 0 0
o_o o�LARGE COBBLE/SMALL BOULDERS 3o oo°000°00000
000, AND/OR NC CLASS 2RIPRAPoo°o°00000
o°o-o-o-o-o-o-o----0000000
000°000°o°o°o°0°0°0°°0°0°°°°0°0°0°0°%%%0°0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
oo 0 0 0 0 0 0 0 0 0 0 0_0 00 00 00 00
0
tiy_= COURSE GRAVEL tititi t
0
0
FINISHED APRON
SURFACE
// //:
EXIST. TIE ROD
EXIST. COPING
BEAM
EXIST. RELIEVING
PLATFORM
EXIST. CONVEYOR GALLERY FOUNDATION
•
EXIST. SHEET PILE
EXIST. H PILE
—EXIST. SHEET PILE
DESIGN ELEVATION FOR POTENTIAL FUTURE DREDGE =-45.15
TYPICAL SECTION - EXISTING SCOUR HOLE REPAIR LOCATION
( EAST END OF BERTH 4 )
SCALE: y" = 1'
DESIGN TIP ELEVATION = -71.07
NOTES:
1. EXISTING FEATURES SHOWN IN THIS SECTION ARE FOR THE
CONTRACTORS REFERENCE ONLY AND BASED ON AS -BUILT
DRAWINGS (DATED 1969) PROVIDED BY NC PORTS. THE
CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION AND
DIMENSIONS INDICATED HEREIN. IF DISCREPANCIES EXIST
BETWEEN THE DRAWINGS AND SITE CONDITIONS, THE
CONTRACTOR SHALL INFORM THE OWNER.
2. EXISTING FEATURES SHOWN IN THIS SECTION SHALL REMAIN
IN PLACE, UNLESS NOTED OTHERWISE.
3. FOR THE PURPOSE OF THE CAMA PERMIT APPLICATION, THE
MEAN LOW WATER IS DEPICTED AS 0.00 AND IS THE
REFERENCE FOR WATER DEPTHS AND LAND ELEVATIONS
DEPICTED.
4. THE COMPLETE DETAIL FOR THE EXISTING SCOUR HOLE
REPAIR LOCATION FILL SECTION AT THE CORNER OF BERTHS
3 AND 4 CAN BE SEEN IN THE REHABILITATION OF BERTHS 2, 3,
4, 7 AND 8 PLANS FROM MAY 2001. THE DEPTH OF THE ARMOR
LAYER SHOWN FOR THIS CROSS SECTION WAS
APPROXIMATED BASED ON THESE PLANS, ACTUALLY DEPTHS
OF THE CHANNEL BOTTOM MAY VARY IN THIS LOCATION.
8' 6' 4' 2' 0 8'
16'
� ■ ■
SCALE: 1 /8" = 1 '-0"
PROJECT LOCATION:
r
wmw NCO"'
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2
CARTERET COUNTY
APRIL 15, 2022
CROSS SECTION VIEW
PERMIT DRAWINGS
EXISTING AND PROPOSED FEATURES
PORT OF MOREHEAD CITY
IMPROVEMENTS TO BERTHS 4 & 5
NORTH CAROL!
or