20151119 Ver 1_CAMA Application_20151027

� 1
Environmental
Quality
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
October 21, 2015
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
2015119
Karen Higgins D
401 & Buffer Permitting Unit @ D
DWR/Water Quality Permitting OCT 2 7 2015
DENR • WATER RESOURCES
Heather Coats, Assistant Major Permits Coordinator 401 &BUFFER PERMITTING -
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 heather. coats(aD-ncdenr.crov
Fax: [phone] (Courier 04- 16 -33)
CAMA Application Review
NC State Port Authority 47 -87MM
1 Shipyard Blvd., adjacent to the Cape Fear River, in Wilm., New Hanover Co.
Proposed Project: relocation of an existing docking facility and performing of new dredging
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by November 10, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at (910)796 -7423
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.
SIGNED DATE
Nothing Compares_
State of North Carolina I Environmental Quality
1601 Mail Service Center I Raleigh, North Carolina 27699 -1601
919 -707 -8600

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. . APPLICANT'S NAME: North Carolina State Ports Authority (Relocation of Liquid Bulk Pier)
2. LOCATION OF PROJECT SITE: The project is located at 1 Shipyard Blvd., adjacent to the Cape Fear River,
in Wilmington, New Hanover County.
Photo Index - 2006: 204 -6656: A -H, 3 -5 2000: 204 -209: A -I, 1 -5 1995: 14 -150: A -I, 1 -7
State Plane Coordinates - X: 2316123 Y: 169027 GPS — N/A
Latitude: 34 °12'35.79 "N Longitude: 77 °57'17.34 "W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 08/24/2015
Was Applicant Present — Yes (Todd Walton with NCSPA)
5. PROCESSING PROCEDURE: Application Received — 10/16/2015 (Completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Wilmington/New Hanover County
Land Classification From LUP — Conservation/Developed
(B) AEC(s) Involved: EW, ES, PTA, CW
Water Dependent: Yes
(D) Intended Use: Commercial/Industrial
(E) Wastewater Treatment: Existing: Municipal
Planned: None
7
8
(F) Type of Structures:
Existing — Liquid bulk pier, storage tanks, office buildings, roads and rail line
Planned — Relocation of an existing liquid bulk pier and expansion of dredging limits to accommodate
larger ships.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION:
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands (Open water)
(C) Other — Highground (Spoil Island)
[AREA]
DREDGED FILLED OTHER
15 sq. ft.
320,000 sq. ft. 5,063 sq. ft.
(incorporated)
9,801,000 sq. ft.
(D) Total Area Disturbed: 10,126,070 sq. ft. ( -232 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The N.C. State Ports Authority proposes to allow for the relocation of an existing liquid
bulk pier and expansion of dredging limits to accommodate larger ships.

NCSPA - Relocation of Liquid Bulk Pier
Page Two
9. PROJECT DESCRIPTION
The project site is located at the northern portion of the N.C. State Port Authority ( NCSPA) property, adjacent to the
Cape Fear River, in Wilmington, New Hanover County. To locate the property from College Road traveling south from
Wilmington, turn right onto Shipyard Blvd. Travel west on Shipyard Blvd. until you reach Burnett Blvd. located on the
right hand side of the road, just before the main entrance to the NCSPA at 1 Shipyard Blvd. Merge right onto Burnett
Blvd. and travel north until you reach the project site, which will be located on the left located at the NCSPA North
Gate General Cargo facility entrance. Once you through security at the entrance continue until you reach the Kinder
Morgan facility. If you plan to do a site visit at the NCSPA property, please contact Mr. Todd Walton at 910 -251-
5678 to arrange the site visit with security.
Existing structures on the highground of this property consists of office buildings, gravel and asphalt roads, rail line,
storage tanks and conveyors for bulk liquid storage. The bulk liquid is unloaded from ships at the existing "T- shaped"
concrete docking and associated mooring dolphin and'breasting cells (Liquid Bulk Pier). The applicant currently has
authorization to maintain the shipping berth at this location in dimensions of 1000' in length by 50' in width to a final
project depth of -44' @ mean lower low water (MLLW), which ties into the federal channel limits.
Based on an August 24, 2015 site visit, existing water depth at the waterward end of the existing concrete platform was
approximately -30' @ normal low water (NLW) and approximately -10' @ NLW at the landward end of the existing
platform. The existing water depth 50' landward of the existing platform off the existing pier was approximately -5 @
NLW.
Upland vegetation along the project site is maintained grasses. The approximately 800' of shoreline along the Cape
Fear River is bordered by an area of wetlands consisting primarily of Smooth Cordgrass (Spartina alternii fora) and
Common Reed (Phragmites australis) (See Sheets 1 and 2 of 5 and Project Narratives).
Permit History- The existing Liquid Bulk Pier facility was authorized through a Minor Modification to State Permit
No. 47 -87 on March 16, 1999. The applicant currently maintains State Permit No. 47 -87, which was originally issued
on February 17, 1987 for hydraulic dredging of the NCSPA shipping berths and was modified via a variance through
the Coastal Resources Commission (CRC) on September 6, 2000 for the use of a barge mounted agitation dredge to
sweep accumulating fines from the berth area to avoid the creation of shoaled areas. State Permit No. 47 -87 was last
modified on November 20, 2003 and then renewed on January 6, 2006 for maintaining the Maintenance 5 Clause for
dredging within the NCSPA existing shipping berths. State Permit No. 47 -87 was due to expire on December 31, 2013;
however, State Permit No. 47 -87 was subject to extension by Session Law 2009 -406, and as amended by Session Law
2010 -177, the Permit Extension Act. State Permit No. 47 -87 was last renewed on October 22, 2013.
A Major Modification to State Permit No. 47 -87 was issued on August 4, 2014, which authorized the Enviva Wood
Pellet Storage and Shipping Facility. Structures authorized to accommodate the unloading and storage of this project
from train or truck, included a new truck/railcar load out building, a maintenance building, two (2) concrete dome
storage units and various conveyor belts. The authorized structures would transfer the product to the existing berth area
into marine bulk handling ships through a telescoping chute system. A Minor Modification to State Permit No. 47 -87
was recently issued on March 19, 2015, which authorized a slight re- configuration of the unloading building and
conveyor belt leading from the unloading building to the domes, a shift of the unloading building location in a lateral
direction in relation to the Cape Fear River, a slight separation of the two domes and a slight shift in location of the
domes (shifted approximately 30 feet east). State Permit No. 47 -87 is due to expire on December 31, 2018.
The waters of the Cape Fear River (in the vicinity of the project) are classified SC, by the N.C. Division of Water
Resources. The area is designated as a Primary Nursery Area (PNA), by the N.C. Division of Marine Fisheries and
these waters are CLOSED to the harvesting of shellfish. The Wilmington -New Hanover County Land Use Plan 2006
Update classifies the area as Conservation and Urban.

NCSPA- Relocation of Liquid Bulk Pier
Page Three
PROPOSED PROJECT
The N.C. State Ports Authority proposes to allow for the relocation of an existing liquid bulk pier and expansion of
dredging limits to accommodate larger ships. The application states that approximately 200' of the existing concrete
pier and platform would be removed and relocation of the associated mooring dolphins and breasting cells.
Once the existing structures are entirely removed, a new loading platform, measuring approximately 56' in length by
50' in width would be constructed from the remaining fixed pier, creating an "L- shaped" configuration. Three (3) 24'
in diameter breasting dolphins would be installed at the same distance as the platform and four (4) 15' in length by 15'
in width mooring dolphins would be installed along the edge of the shoreline. The applicant then proposes to excavate
an area of approximately 1000' in length by 320' in width to a final project depth of -44' @ MLLW, which would
result in the removal of approximately 3 00,000 cubic yards (CY) of shallow bottom material. The application states the
excavation would be accomplished by either the use of barge- mounted crane equipped with an environmental bucket or
a long reach excavator boom and bucket if rock is encountered. The application also states that the excavated material
would be loaded into watertight barges or scows and transported across the river and then re- fluidize the sediment and
hydraulically pump the material into the US Army Corps of Engineers ( USACE) Eagle Island Cell # 1 designated spoil
site. The dredge limits would taper from the waterward location of the new platform and associated breasting dolphins
towards the shoreline at a 3:1 ratio. The application states the proposed excavation would increase the existing turning
basin from 1,200' to 1,400' in length at this location of the Cape Fear River.
The applicant proposes mitigation for the unavoidable impacts to the PNA habitat, which includes the conveyance of
conservation easement of 13.4 acres of existing coastal marsh habitat on property owned by the NCSPA since 1965
located within the Brunswick River. The applicant also proposes a payment of $750,000 towards the planning,
permitting and design of the Lock and Dam 2 Fish Passage on the Cape Fear River.
(See Sheets 1 through 5 of 5 and Project Narratives).
10. ANTICIPATED IMPACTS
The proposed excavation would disturb approximately 320,000 sq. ft. of shallow bottom area, which is currently
designated as a PNA, and would result in the removal of approximately 300,000 CY of material. The material would
be hydraulically pumped to the existing USACE Eagle Island Designated Disposal Cell #1, which has the current
capacity of 225 acres with the ability to handle up to approximately 3.6 million CY of hydraulically pumped material.
Further, the application states that once de- watered Cell #I has the capacity to handle approximately 1.8 million CY of
material-per the direction of the USACE. It is anticipated that the entire approximately 9,801,000 sq. ft. ( -225 acres) of
highground would be impacted within the existing spoil island. The proposed new loading platform, breasting and
mooring dolphins would incorporate approximately 5,063 sq. ft. of Estuarine Waters and Public Trust Areas, which is
essentially currently usurped with the existing structures, aforementioned. The proposed mooring dolphins would also
fill approximately 15 sq. ft. of wetlands which appears to primarily consist of Common Reed (Phragmites australis).
The proposed mooring dolphin on the most northern portion of the shoreline appears to encroach and potentially extend
beyond the northern riparian line; however, the application states that the NCSPA are in the process of obtaining a
waiver from the adjacent property owner, Kinder Morgan, which would allow them to construct the proposed mooring
dolphin with in their riparian area. This is being done via the CAMA permit application with the DCM waiver form that
was provided to Kinder Morgan via certified mail. Minor increases in turbidity should be expected during construction.
Submitted by: Robb L. Mairs Date: 10/21/2015 Office: Wilmington

TA
Mark Blake P.E.
Director of Engineering and Maintenance
October 16, 2015
Mr. Robb Mairs
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington NC 28405 -3845
Subject: North Carolina State Ports Authority
Relocation of Liquid Bulk Pier
Port of Wilmington
New Hanover County
Dear Mr. Robb Mairs,
The North Carolina State Ports Authority requests a CAMA Major permit to
allow the relocation of the current liquid bulk pier and dredging in the surrounding area.
The North Carolina State Ports Authority (NCSPA) currently maintains a Coastal Area
Management Act (CAMA) Permit (Permit ID No. #47 -87). The NCSPA is proposing to reduce
the length of the existing T -Head pier at Kinder Morgan by 200 feet, and relocate all
associated mooring dolphins and breasting cells. The NCSPA also is requesting permission
to dredge the area to 42' +2' to accommodate larger vessels at the facility. This also will
expand the turning basin from the current 1200' to approximately 1400', allowing all
terminals in the River to accept longer and larger vessels at their terminals.
Please find included in this packet the appropriate DCM CAMA permit applications, a
check for $475.00, site maps, and copies of the letters to our adjacent riparian neighbors.
RECEIVED
DCM WlLMI IGTON, NC
OCT 1 ` 2115
North Carolina State Ports Authority a 2202 Burnett Boulevard ^ PO Box 9002 o Wilmington, NC 28402 o www.ncpons.com

0
The North Carolina State Ports Authority appreciates the Divisions assistance and
guidance on this project and if any additional information to the enclosed drawing arise,
please call me at (910) 251 -5678 at your earliest convenience.
Please find included in this packet the appropriate DCM CAMA permit applications, a
check for $475.00, site maps, and copies of the letters to our adjacent riparian neighbors.
Sincerely,
North Carolina State Ports Authority
Todd C. Walton
Sr. Environmental Analyst
CC: environmental files
RECEIVED
OCT' 1 52015
North Carolina State Ports Authority a 2202.Burnett Boulevard ^ PO Box 9002 o Wilmington, NC 28402 a www.ncports.com

Relocation of Liquid Bulk Pier
Construction Methodology
Dredging
While the berth is vacant, the selected dredging contractor will use a mechanical dredge to
dredge the project area in stages. Prior to initiating dredging, the selected dredging contractor
will install turbidity curtains around the proposed dredge area. The selected dredging contractor
will remove soil and sediments using either a barge- mounted crane equipped with an
environmental bucket or a long reach excavator boom and bucket if rock is encountered. The
dredged material will be loaded into watertight barges or scows and transported across the
Wilmington River were the selected dredging contractor will re- fluidize the sediments and
hydraulically pump the dredged material to Eagle Island.
New Pier Construction
The pier, including the new loading platform, pipe trestle and dolphins, will be constructed while
the existing pier remains in place and is operational. A boom will be placed around the work
area or areas. Temporary driving frames or templates, constructed of steel H or pipe piles and
steel framed grid structure will be erected to facilitate placement of the breasting dolphin sheet
piling and the bearing piles for the pipeway trestle, the loading platform and the mooring
dolphins. The falsework frames / templates, as well as subsequent construction operations, will
be erected using a spud or j ackup barge mounted construction crane and timber float stages for
personnel access. One or two supply barges will be used throughout all erection operations to
deliver and store piles, precast concrete elements and other appearances. The temporary piles
supporting the template will be installed using vibratory hammers; the grid frame will be set in
place with a crane. Dockbuilders will make burn steel and make member connections working
from float stages or atop framing as erected.
Once falsework is completed, new precast - prestressed concrete piles will be driven using fixed
leads and an impact hammer on the barge crane. Should predrilling for piles be required, it will
be done through a casing and all materials will be collected airlifted or pumped out of the casing
and not discharged into the waterway. Once piles are complete, precast pile caps for the pipeway
bridge and loading platform will be set onto the driven piles using the barge mounted crane.
Preformed pockets in the pilecaps for connecting them to the piles will be concreted by pumping
concrete from shore. Pumping hoses will be layed atop the existing vehicular trestle to discharge
point. Once cured, precast concrete deck planks will be set atop the loading platform pile caps.
A cast -in -place concrete topping will be pumped from shore to lock the entire deck together into
a unit. A steel pipe frame will be erected onto the pipeway trestle pile caps and on the platform
deck using the barge mounted crane or a cherry picker operating from the existing vehicular
trestle. Product piping will then be installed in manner similar to the pipe frame.
1 E ^ten
o'' 1 -1 � 2015

Breasting Dolphins
Circular cofferdams sheet piling for the breasting dolphins will be driven using a vibratory
hammer inside the template. When the cell is complete, unsuitable material within the
cofferdams will be removed using an environmental clamshell bucket as for dredging. The cells
will then be backfilled with clean sand fill and vibrocompacted.
Mooring Dolphin platform caps will be formed in place over the water and cast -in -place
concrete will be poured by pumping from upland.
Existing Pier Removals
When all new works have been completed, product piping will be disconnected onshore at
inboard end trestle and reconnected to the new facility piping. The existing dolphins, loading
platform and outboard portion of the approach trestle will then be demolished including original
product piping back to shore. Containment booms will be installed around all structures to be
removed and structures demolished using the barge mounted crane and then loaded into barges
or scows for recycling or disposal including:
® Loading Platform and outboard part of vehicular trestle will be sawcut into manageable
size pieces, the tops of piles cut then cut deck will be lifted off.
• Mooring dolphin cap will be removed after cutting off the tops of piles.
• Breasting dolphin bracing pile brackets will be unbolted and removed.
• Piles of Loading Platform, Dolphins and Outboard end of trestle will be extracted (to
preclude any future hazards to navigation) and loaded for disposal in scow(s) or atop
deck barge(s) surrounded with sediment barriers to preclude any adherent.mud stuck to
the pile from washing overboard into the waterway.
® The top 3' -6" +/- of the breasting dolphin cap cut will be off (down to top of fill inside),
sawcut into pieces if needed, and lifted off.
® Existing fill within breasting dolphin will be excavated, using an environment bucket,
down to proposed dredge line.
® Breasting dolphin top encasement will be vertically wire or sawcut into pieces around
perimeter down to bottom of encasement at approximately 2 feet below MLLW. Cut
portions will be extracted with sheet piles if possible. If not possible or practicle,
alternately the sheet piling may be burnt but divers just below encasement and the
encased cut piece lifted off individually. This will be followed by extraction of sheet
piles. Sheet piles will be transported in a scow or a deck barge in similar manner as other
piles.
Upon completion of all removals, any remaining mounds of sediment beneath removed
structures will be dredged as described hereinbefore. The bottom will be inspected for any
debris then the reconstructed facility will be commissioned.
RECE1 V D
0 C T 1 2015

Port of Wilmington Turning Basin Improvement Project
Proposed Mitigation Measures
Introduction
Mitigation and or conservation measures proposed for unavoidable effects of the proposed action
on sturgeon species and their foraging habitat at the Port of Wilmington in the Cape Fear River
are provided below. These measures include conveyance of a conservation easement on 13.4
acres of coastal marsh habitat present on property owned by the NCSPA since 1965 and payment
of $750,000 towards planning, permitting and design of the Lock and Dam 2 Fish Passage on the
Cape Fear River. Along with the funds appropriated by the NC State legislature this past session,
this will allow for completion of all services needed to develop the fish passage project into a
"shovel ready" project within two years. The latter measure is only proposed if this project can be
fully permitted and approved by all parties, including an informal Section 7 consultation letter from
the NMFS in less than 90 days from the initial date of application (October 16, 2015). A description
of each measure is provided below.
Mitigation /Conservation Measures
Conservation of 13.4 -Acre Tract on Brunswick River
The NCSPA has owned this property since 1965. As shown in Figure 1, this site is located on the
west side of the Brunswick property in the Town of Belville, NC. The NCSPA has agreed to place
a conservation easement on the 13.4 -acre property, a majority of which is coastal marsh habitat
within primary fisheries nursery habitat of NC. This action will ensure conservation of potential
foraging habitat of sturgeon species documented to occur in the river. Within 60 days of permit
issuance the applicant will register the conservation easement with the NCDENR
Fish Passage for Lock and Dam 2 — Cape Fear River
One of the overarching goals of the Cape Fear River Partnership, as well as state and federal
resource agencies (NMFS, USFWS, NCDENR, NCDMF) is restoring access to historic migratory
fish habitat in the upper Cape Fear River Basin. To this end, Cape Fear River Watch and other
public and private partners have applied for NOAA and State grants over the past several years.
This past NC legislative session approved allocation of $250,000 as matching funds to kick this
initiative forward. NOAA OR &R has also voiced considerable interest in moving this restoration
initiative as a top priority for the basin. The NCSPA agrees to contribute the balance of funds
needed to make this project "shovel ready" so as to better ensure that construction dollars have
a better chance of being allocated through federal grants and state funding. As stated above, the
NCSPA agrees to allocate these funds if all state and federal agencies ensure that full permitting
approval is granted for the proposed action in less than 90 days. Information on the project is
provided below.
DUN! 1VILMIN4 TON, NC

Site Locations
Lock and Dam 2 is located within the Cape Fear River basin on the Cape Fear River in Bladen
County, NC, (Lat: 34 37'36.25" N; Long: 78 34'38.47" W). Lock and Dam 2 is accessible to public
use by way of SR 1703 from NC State Highway 87 (Figure 2).
Project Description
The applicant, along with matching funds from the State of NC, proposes to contribute funds to
complete the planning, design and permitting of the rock ramp fishway at Lock and Dams 2 in the
Cape Fear River to restore access to lost spawning and nursery habitat in order to improve the
resilience of anadromous fish populations, including endangered Atlantic and shortnosed
sturgeon.
Fragmentation by dams is an important impediment to the resilience of coastal river ecosystems
in the face of advancing climate change and associated extreme weather periods and events.
Spatial limitations on the amounts of spawning habitat for anadromous species are imposed by
dams in most river systems throughout the US eastern seaboard. The resulting reduction in
spawning and nursery habitat adversely impacts the resilience of numerous fish species by
reducing their available refuge from low flow periods due to droughts and increasing water
temperatures in southernmost river basins. Valuable spawning habitats for federally endangered
shortnose and Atlantic sturgeon exist in the Cape Fear River near the Fall Line but are currently
blocked by Lock and Dams 2 and 3. The proposed project will also improve access to critical
habitats for numerous managed anadromous fish species, including striped bass, American shad,
river herring, and American eel, which will improve the resilience of these populations as well.
Project Performance Measures and Outcomes
The proposed .project includes restoration of access to approximately 20 -40% of remaining
historic habitat that is currently blocked by Lock and Dam 2. After construction of the fish passage
for Lock and Dam 2 and eventually Lock and Dam 3, over 84 free - flowing river mainstem miles
and 995 tributary stream miles and more than 192 acres of migratory fish habitat will be made
accessible to anadromous fish for spawning. The anticipated long -term ecological and
socioeconomic outcomes include improved recruitment among the numerous anadromous
species listed above. The restoration of a degraded fisheries will, in turn, result in increased
revenue to the businesses and improved quality of fishing for recreational users of the Cape Fear
River. The expansion of the economic benefits from recreational fishing activity in this section.of
the river has been projected to yield an increase in net annual economic benefits upwards of
$188,000 and contribute $961,000 in industry production and business sales in the state economy
(Hadley 2014)
RECEIVED
)CM VAII' MiNGTON, NC
0 CT : 2Q

Project Time Line
Securing funding for this first phase will allow for completion of all planning, design and permitting
work to be completed by May 2017, with restoration construction beginning once funded
approximately 16 months after initiation of design. The entire project can be completed within
three years once construction funding has been secured.
Proposed Timeline for Restoring Access to Historic Migratory Fish Habitat in the
Cape Fear River Basin; Lock and Dam 2
Year 1
Project Award and Kick -Off Meeting March 2016
Project Design and Engineering March 2016 — February 2017
Specifications
Federal and State Permitting process (EA, March 2016 — May 2017
401 WQ Certification, Section 408 Review)
Year 2 and 3 (Subject to funding)
Contract Bid Advertisement and Award May 2017 —July 2017
Construction Mobilization, Substrate
Delivery and Site Prep
Restoration Construction
Pre - project Monitoring
Post - project Monitoring
Post - project Report
August 2017 — January 2018
January 2018 — July 2018
March —May 2018
March — May 2019
September 2019
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Cape Fear River Lock and Dam 2 Project Location
DCM WILMINGTON, NC NCSPATurning Basin
Mitigation Plan
0 C T i 6 2015 Scale. 1 inch = 5 miles Drawn By. MR
Date: October 2015 Approved By: SD
DLAL CORDY �,115-1355
AND ASSOCIATES INC
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(last revised 12/27106) W&IM-14M
North Carolina DIVISION OF COASTAL MANAGEMENT
- -, i , r n ormaiton , n�Lani4dwneJ. `Pki dr.b1&a vA
Business Name Project Name (if applicable)
North Carolina State Port Authority RELOCATION OF LIQUID BULK PIER
Applicant 1: First Name MI Last Name
JEFFERY E MILES
Applicant 2. First Name I MI Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PC Box
City
State
P.O. BOX 9002
9002
Wilmington
NC
ZIP Country Phone No
28402
FAX No.
ext.
28402 USA 910 - 343 -
6430 ext
910 - 343
- 6237
Street Address (if different from above)
City
�
State
ZIP
�
2202 BURNETT BLVD
Wilmington
NC
28401-
Email
jeff.miles@ncporls-com
6
Business Name
North Carolina State Port Authority
Agent/ Contractor 1: First Name MI Last Name
TODD WALTON
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
PO Box
City State
P.O. BOX 9002
9002
Wilmington NC
ZIP
Phone No. 1
Phone No. 2
28402
910 - 251 - 5678 ext.
ext.
FAX No.
Contractor #
910 251 5686
N/A
Street Address (if different from above)
City
State ZIP
2202 BURNETT BOULEVARD
Wilmington
NC 28401 -
Email
[e-mail]
RECEIVED
DCM WILMINGTON, NG
<Form continues on back>
0 C 1 2 0 15
252-808-2808 :: 1-888-4RCOAS7 :: www-riccOastalmanagement- net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
-
�3
County (can be multiple) Street Address State Rd. #
NEW HANOVER 1 SHIPYARD BOULEVARD 117
Subdivision Name
N/A
Phone No
910 - 251 - 5678 ext.
a. In which NC river basin is the project located?
CAPE FEAR
City
WILMINGTON
c. Is the water body identified in (b) above, natural or manmade?
®Natural ❑Manmade ❑Unknown
e. Is proposed work within city limits or planning jurisdiction?
®Yes ❑No
State Zip
NC 28401 -
Lot No.(s) (if many, attach additional page with list)
b. Name of body of water nearest to proposed project
CAPE FEAR RIVER
d. Name the closest major water body to the proposed project site.
CAPE FEAR RIVER
f If applicable, list the planning jurisdiction or city limit the proposed
work falls within
WILMINGTON
- 1' X
es
_ -- - - -,rrc _ - - - -
`sr ";as"� - - - -
�te t o -
a. Total length of shoreline on the tract (ft ) b Size of entire tract (sq ft.)
N/A N/A
c. Size of individual lot(s)
N /A, I ,
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
CAPE FEAR RIVER
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
N/A ❑NHW or ❑NWL
f. Man -made features and uses now on tract
PROJECT LOCATED WITHIN THE CONFINES OF THE NORTH CAROLINA STATE PORT AUTHORITY.
g. Identify and describe the existing land uses adjacent to the proposed project site
INDUSTRIAL
h. How does local government zone the tract? i _Is the proposed project consistent with the applicable zoning?
INDUSTRIAL (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?
RE "EI VEro
<Form continues on next page> DCM WII._MINGTON, 'vC
0C1 a F 2415
252 - 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastallmanagement.net

Form DCM MP -1 (Page 3 of 4)
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (n) above, has a delineation been conducted?
(Attach documentation, if available)
APPLICATION for
Major Development Permit
®Yes ❑No
❑Yes ®No
❑Yes ®No
n Describe existing wastewater treatment facilities
PORT WASTEWATER SYSTEM OPERATED BY CAPE FEAR PUBLIC UTILITY AUTHORITY
o. Describe existing drinking water supply source.
PORT WATER SUPPLIED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. PORT AUTHORITY OPERATES
DISTRIBUTION SYSTEM
p. Describe existing storm water management or treatment systems
PORT FACILITY IS SUBJECT TO NPDES STORMWATER PERMIT NUMBER NCS000174
x5.
Activities': °and lin`" ac#6
R,
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.
RELOCATED LIQUID BULK PIER AND WIDEN EXISTING TURNING BASIN
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
DREDGE AND DISPOSAL OF MATERIAL TO WIDEN TURNING BASIN. DEEP FOUNDATION EQUIPMENT (PILE
DRIVING) FOR REMOVAL AND RECONSTRUCTION OF PIER / PLATFORM.
d List all development activities you propose
REMOVAL OF A PORTION OF AN EXISTING PIER / PLATFORM AND RECONSTRUCTION CLOSER TO THE SHORE
LINE. REMOVAL OF EXISTING VESSEL MOORINGS AND RELOCATION CLOSER TO THE SHORE LINE.
e. Are the proposed activities maintenance of an existing project, new work, or both? NEW
f What is the approximate total disturbed land area resulting from the proposed project? N/A ❑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.
EXISTING STORMWATER RUNOFF EXISTING PIER / PLATFORM WILL BE REDUCED BY DECREASE OF PIER
LENGTH
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
I. Is there any mitigation proposed? ®Yes ❑No ❑NA
If yes, attach a mitigation proposal.
RECEVVED
<Form continues on back> DCN' t''.'ILMIN - -roj
OCT 1 S 2415
252 - 808 -28o8 .. l- 888- 4RCOAST :. uvvvvv.nccoastal management. not

Form DCM MP -1 (Page 4 of 4)
6 , Adalitioiial Inforr►iatii
h" dof'' ^to tliis'corri Meted "a`> lic
�.._yt y. ,.._,. P:,,. .. PP .
package to'be corm ,lete�ltems.(a)
instruchoh,bookle't on how
td"
a 'A protect narrative.
APPLICATION for
Major Development Permit
"s r
in °form "Y JNIP;9 j.MtFr'e followin ^ "items below if a' ' licable must be sub'mitted4in.orde`r for;thea lication ;
t) are - always app6cable.to °any „mayor development apglrcatron. release consult the.appbcahon ;, . _' ;
a the `re wired items below ; -' * ;r'
pre re , p . ,4
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.
k . ^ '„W-,k :v�.i�r_ti';:!'�:5'; •. ^,Fan�3! :;'�: _ _ ',yam` = .,F;- j',`__. :,i- _
Name APEX OIL COMPANY; -;JOHN Phone`No -,91 0`;799;0030'
_
`YAd >ress�R 130X`�3127�1NILM1h "T =N ,,.2.}4
d O.
war
Name KINDER MORGAN, TROY STURTZ Phone No. 910- 763 -0104
Address 1710 WOODBINE STREET, WILMINGTON, NC 28401
Name =' - - •rPfioriexNo' ":��
-
?. -�_'ii -
-
Address � -
S.F -l�
. n v .. .. Mi - ek �4 . , ..,. - a. .. - _ "i lu. -_ .i. >. .u._L ",. - � "��:•].'�!t�fi ... s... _. •k.. ,L�k ��'-.
g A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates
CAMA PERMIT 47 -87; NPDES PERMIT NCS000174, AIR
QUALITY PERMIT 4683R26; PUBLIC WATER SUPPLY ID
NO. 70 -65 -007
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 project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
" - - - -`-.z ._-:- .w:X =1 __ -_ xY. ^. _ ^"•..`^- _ _ - _ __ _ -, ":•5; _ S <lr..- r�:�.- - - ",5.' _ ___•:"ta'�h - - -
i �i `n' o �Eri -< er- or►�L'and uj�? °Y ` -
=7. Certif cation >and Perm'iss o t t -
�,:
•. jc .- _ ^.. >>,~�w<.t.. n_.<Y'� -v ... -. ..,� -_.. -._.^ .i. vr�,� ..- »- n.s^Y?�t n%.�:�- �`V r>..
I 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 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 Print Name JEFFE�RY E. MILES
Signatur -'
Please indicate application attachments pertaining to you posed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts FR E CD E 1 fir' E D
❑DCM MP -3 Upland Development UCM WILMINGTON, ON, Nom'
®DCM MP -4 Structures Information
0Ci 1
252- 808 -2808 .. 1-888-4R COAST ' .. www.nccoastaImanacgernent.net

Form DCM MP -2
EXCAVATION G.W. +''y, FILL.
bridges 'Except for -
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 1000
Width
320
Avg. Existing
Depth
20
NA
:.
Final Project
Depth
44
Y
_ rk4
if.
.�� Yicali'le� n
"n'nof'a
TFiis °sect o
XC�4''VATI F Rp,
'1 E
f
a.� Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. SOIL
300,000
C. (i) Does the area to be excavated include 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 [BNone
(ii) Describe the purpose of the excavation in these areas:
WIDEN TURNING BASIN
d High - ground excavation in cubic yards
N/A
.'.
- - `z
r 'nrn' t �Ircab e:�`
Thrsae'ct o o ,a
�';E= - , pP
�::= .e�,.- ;_.�ak:�e..- := ..;,� >. � „M1�`':'F;`<,.;:'i�s.`�a�S�n _`S.•�:s"��1r$'_v= -'!ti._ . .... ...: ....i .�r._.� .. ....-: - -a. ._ � :fi«, ..��. s. -.- „_� —_ .�,, ., ...�•:.�..,,.it :,..F_- •.,..0 .b ,
a. Location of disposal area b. Dimensions of disposal area.
USACE EAGLE ISLAND DISPOSAL SITE
C. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any 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
(ii) Describe the purpose of disposal in these areas:
THE DISPOSAL SITE IS A USACE DESIGNATED DISPOSAL
SITE
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
E C E I V E-E'D
DCM kNILMINGTON, NC
252- 808 -2808 :: 9- 8884RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

FOIr00 OMQ 0U~2 (Excavation and FiUU, Page of 2)
a Typeofemore|innmaboizatmn- b. Length
c Average distance *atemmrd ofNHwo,wWL
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level
Bulkhead uanNiU Ripmp
BreakwateriSill Other
i Source of fill material
a 0Will fill material be brought mthe site? OYe ENo ONA
If yes,
(iV Amount nf material mbe placed in the water
____
yiV Dimensions m fill area
____
(iv) Purpose offill
u Maximum distance wutemmrdvfwxvxo,wvvL:
[ 0 Has there been shoreline erosion during preceding 1z
months
Oves Owo F1 NA
(:) |f yes, state amount vf erosion and source of erosion amount
inounnaumn
h. Type of fill material.
h. 0 Will fill material beplaced in coastal wetlands/marsh VCW.
submerged aquatic vegetation (SAv). shell bottom <Se;.m
other wetlands 0NQ?|f any boxes are checked, provide the
number of square feet affected.
Oom OSAm ___ Ooo
[]«»L []Nona
(ii) Describe the purpose of the fill in these areas-
ZF-
a How will excavated u, fill material uo kept un site and erosion b. What type of construction equipment will ba used (eg.dmm|ima.
controlled? uammoe. v, hydraulic umune ),
NIA MECHANICAL DREDGE (BUCKET TO BARGE)
C. Wvill navigational aids be required asa result of the project?
(n) If yes, explain what type and how they will be implemented.
u (i) Will wetlands be crossed in transporting equipment mproject
site? OYes ENo ONx
(/V|f yes, explain steps that will be taken m avoid orminimize
environmental impacts.
252-808-2808:'1 ::nvvmm'nonmnstallmamageument.nex revised: 12/26106

Form 0CM MP -4
(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.
a -app
- T i ion- -not
- h s sec pp - "_ -
a (i) Is the docking facility /marina. b. (i) Will the facility be open to the general public?
®Commercial ❑Public /Government ❑Private /Community ❑Yes ®No
c. (i) Dock(s) and /or pier(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(u) Number 1
If yes.
(iii) Length REMOVE 200'
(ii) Number
(iv) Width REMOVE 13' -6"
(ui) Length
(v) Floating ❑Yes ®No
(iv) 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 RELOCATED
(ii) Number
(iii) Length 56'
(iii) Length
(iv) Width 50'
(iv) Width
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
N/A
❑ Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
N/A
❑ Dockage ( "wet slips ") only, number of slips-
El Dry storage; number of boats-
El Boat ramp(s), number of boat ramps
® Other, please describe.
LIQUID BULK TERMINAL
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:
k Typical boat length. 800'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
j Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
BARGE AND OCEAN VESSEL
(i) Will the facility be open to the general public?
❑Yes ®No
RECEiVEED
DCM WILMINGTON, NC
O C T 1 6 2015
252- 8 08 -28 08 0: 9- 888- 4RCOAST oe revised: 12/27/06

FGIrM 0CP& gyp__ (3tyUotUVGS, Gage 2 of 4)
'2.,�DOCKIiVG. FACILITY /IV1,4RliV�9= yOPERAT/OtVS':
^hA y
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.
N/A
C. Describe the disposal of solid waste, fish offal and trash
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of " Pumpout Available" signs proposed.
N/A
a
plicatil
no e,
;� ®,Tlvis�sectiorixt p =
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
CONTAINMENT PROVIDED ON PLATFORM
g. Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake" signs proposed. N/A
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live- aboard dockage?
N/A
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project Is an expansion of an existing marina, what types of services are currently provided?
MODIFICATION OF EXISITING PORT FACILITY
m. Is the marina /docking facility proposed within a primary or secondary nursery area? "
®Yes ❑No
RECE W En
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OCT { 6 ?Oil
?_52- 8 ®8 -28 ®8 :: 1- 888- 4RC0AS4 :: www.nccoasta1maeaagement.net revised: 92/27/ 05

r-on-a DCRfl REP-66 (Structurres, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes NNo
0 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 NNone
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ZNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
This` cab e
"80ATHOUSE M-
-
a (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note - Roofed areas are calculated from dripline dimensions
-4
66h',an Fiff.
ee. �ebtion, hotapp Ida-bl e.
N­,`(6:'-�'��,', wood' �h d- )I
a. (i) Number
(h) Length
(iii) Width
athi :'i6ai6ii-�i
MOO jS
'�&6i 6,zelc-.,
li
,5BREAKWATER'N. d' h
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
WINGS'Ah
V" L
a. Is the structure(s)* b. Number 3
ECommercial ❑Public/Government ❑Private/Community
c Distance to be placed beyond shoreline 0 TO 100 FEET
Note- This should be measured from marsh edge, if present
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)
3 BREASTING DOLPHINS AND 4 MOORING DOLPHINS
N C3 TOO U
i'i3ENERA
LT
N 'WILM
o c. 1 -1 6 2 01 '1
252-808-2808 :: 1-888--13RCOAST : 16vwvv.o'accoastalmanoolemOnt.nGt revised: 12/27/06

FoIrm DCRi HP-4 (Strructurres, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
0 TO 100 FEET
Note For buoy or mooring piling, use arc of swing including length
of vessel.
c Width of water body
CAPE FEAR RIVER 1600 FEET
e. (i) Will navigational aids be required as a result of the protect?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
a Give complete description.
-
�M. <...x; +' /CJ.':.`"*�'!��
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frRELOCATED=LIQUI�D::BULK�F I ER� =�;,3�: �-� ::: `�`•_;:> � _,:�_ °� �r °- x >��t�� „��,,- -
-- - —�:, =- - - -s ��.,�.: -_ -- ufi;,5;,� �s - - -- ” - ;; y:.•�:_"z it -���;- :..r `�+,�-x,
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(Prolect:Name.:us
w; ;'�,�>:,r,_.
NORTH CPROLINA:STATE
x ''"'o� - '--'`•v"':�'iv- `dtit}i r� : <u�r'`"�,:S.a�':a�r:»71 " ='i "_ ` =wpfy�
..� "�:
- n;,R ��t �. _- `X Sj�;,y*;^,� -...; «2° > x• �hM1 �.¢ 5�'-.•�S�r-w � - = :'Ftfi;;.i.'�.:��.�. <Yy.,� t�<�N:- !ham:.. Y
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,_ - -- - r'r3;._ - :' /a +,tike`: �? °. icy, Sri :�:�-��,.'rxs:�:"n;`r•s�"��%+ ,r �si'"= �2'. =' ";i
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b. Proximity of structure(s) to adjacent docking facilities
2000 FEET TO BERTH 1 NCSPA
d Water depth at waterward end of structure at NLW or NWL
38
Al
r
tion "not<a
�lica_tile
This sec
pR
RECE�l
iDGM WILMINGTON, NC
OCT 1 62015
252 - 505 -2508 :: 1- 8$8 -4RCOA nT :: www.nccoastalPUaanagement.net revised: 92/27/06

RELOCAT ON OF L QU D BUSK
PORT OF WILMINGTON
NCSPA Contract No. XXXXXXX ID #XXXXXXXXXXX
P ER
I 1
PROJECT LOCATION MAP
VICINITY MAP
+1 §= A at,_ ,
DI`11 Vvl,L_S.iII'�;c, 'i`j, INC
iJ j s3
DEPARTMENT OF ENGINEERING
RELOCATION OF LIQUID BULK PIER
NCSPA Contract No XXXXXXXX ID #XXXXXXXXXXX
PORT OF WILMINGTON
PROJECT MANAGER
xxx
PROJ. No.
446 DESN:
DRWN
I H @U 1I"li CHK:
SCALE'
I I POO G35P�
REV DESCRIPTION APP DATE I SEAL SHEET /OF ,
FILE NO. PLOT DATE- SCALE:
DRAWING INDEX
SHEET t
XXXXXXXX
SHEET 2
XXXXXXXX
SHEET 3
XXXXXXXX
SHEET 4
XXXXXXXX
SHEET 5
SXXXXXXX
+1 §= A at,_ ,
DI`11 Vvl,L_S.iII'�;c, 'i`j, INC
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DEPARTMENT OF ENGINEERING
RELOCATION OF LIQUID BULK PIER
NCSPA Contract No XXXXXXXX ID #XXXXXXXXXXX
PORT OF WILMINGTON
PROJECT MANAGER
xxx
PROJ. No.
446 DESN:
DRWN
I H @U 1I"li CHK:
SCALE'
I I POO G35P�
REV DESCRIPTION APP DATE I SEAL SHEET /OF ,
FILE NO. PLOT DATE- SCALE:

If
SHORELINE
REMOVE EXISTING
MOORING DOLPHINS SHORELINE
L3
ell
MOORING DOLPHINS
REMOVE EXISTING LOADING PLATFORM 15' X 15' AREA
56' X 50'AREA 24" SQ PILES
16
ELEV 10 00 .p
\�O' v
(20) 24" SO PILES
REMOVE EXISTING
BREASTING DOLPHINS
Lu
Z
k 24EDIAMETER
BR ASTING DOLPHINS
Q: EXIS ING APPROACH PIER & PIPE BRIDGE
EACH ENT (3) 24" SQ. PILES Q
a- 0 .0,
c
0
DREDGE AREA
316 ACRES
2oo,
00,
yo PIPE BRIDGE EACH BENT
(3) 24" SO PILES
REMOVE EXISTING
MOORING DOLPHINS REMO EXISTING PIER
RELOCATED
LOADING PLATFORM
P,
56' X 50' AREA
ELEV 10.00
pl 20 — 24" SQ PILES
MOORING DOLPHINS
�,p
4,
0 80 190 Feet
'41
9 80 iyo FEET -pl -p 41 DEPARTMENT OF ENGINEERING
RELOCATION OF LIQUID BULK PIER
NCSPA Con'ract No. XXXXXXXX ID #XXXXXXXXXXX
PORT OF YdLMINGTON
4� NOTE: H i- i — I v F -'-' PROJECT MANAGER
1 . WILMINGTON HARBOR FEDERAL CHANNEL FOOTPRINT xxx
-po FROM U.S.A . C.E WILMINGTON DSTRICT UPDATED ON: VY L Ul T—)-
PROJ* No
JULY 19, 2010. DESN.
2. SOUNDINGS AR�: IN FEET BELOW MEAN LOW WATER PROPOSED PLAN DRWN:
EXISTING PLAN (MLLW) FROM McKIM & CREED SURVEY, SEPTEMBER T -i CHK:
0 C S 201 f-) DATE.
04, 2015 J. SCALE:
3. AERIAL.IMAGE FROM NCONEMAP IMAGE SERVER. POEM I
IREV DESCRiPTON APP DATE SEAL SHEET 3 OF 5—
4- NC GRI (NAD 83 2011).
FILE NO. PLOT DATE: SCALE:
zz')

REMOVE EXISTING REMOVE EXISITNG RELOCATED
LOADING PLATFORM `PIER LOADING PLATFORM
56' X 50" AREA / 56' X 50' AREA � t
MLLW
1 0- - - - --
0 tXISIING SLUNt J I -
_5
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0 I
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25 I - -- - - - - - -I IN U--ii IiI II ri -TrVI n I — hl _ {j la ii__ II i
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PROPOSED DREDGE PROPOSED SLOPE 3:1
w
LIMIT
i
PROFILE
FILE NO. PLOT DATE: SCALE-
N OTE
1. WILMINGTON HARBOR FEDERAL CHANNEL FOOTPRINT
FROM U.S A C.E. WILMINGTON DISTRICT UPDATED ON:
JULY 19, 2010
2. SOUNDINGS ARE IN FEET BELOW MEAN LOW WATER
(MLLW) FROM McKIM & CREED SURVEY, SEPTEMBER
04, 2015.
3. AERIAL IMAGE FROM NCONEMAP IMAGE SERVER
4. NC GRID (NAD 83 2011)
LJCM 1NQ L Ivd,1N C1 -10 N, N C"I
I
OCT 2015
I
.... _ (REV
0 30 60
H 1 HORIZ FEET
0 30 60
1 H 1 VERT FEET
DEPARTMENT OF ENGINEERING
RELOCATION OF LIQUID BULK PIER
NCSPA Contract No. XXXXXXXX ID #XXXXXXXXXXX
PORT OF WILMINGTON
PROJECT MANAGER
XXX
I
PROJ No.
DESN.
DRWN.
CHK-
II�OO DATE
Rlf'� SCALE:
DESCRIPTION APP DATE ' SEAL (SHEET 4� OF j