20061040 Ver 1_COMPLETE FILE_20060612

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
December 13, 2006

Regulatory Division
9T ?'
Action ID No. SAW-2006-32803-010 and State Permit No. 99-01 RB??eH
Southport Marina Inc.
100 Weston Estates Way
Cary, North Carolina 27513
Dear Sir or Madam:
Reference your application for a Department of the Army permit received June 13, 2006, for
Department of the Army (DA) authorization for the renovation and maintenance to Southport
Marina, including the replacement of existing docks, filling the existing lift well, construction of
a new fork lift pad, construction of a new commercial dock and the construction of an elevated
boardwalk at 606 W. West Street, Southport, Brunswick County, North Carolina as described in
the CAMA permit dated May 31, 2006.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291 (enclosed). Therefore, you may commence
construction activity in strict accordance with applicable State authorization, the approved plan
(enclosed). Failure to comply with the State authorization or conditions of the general permit
could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for any
other reason, plans revised to show the change must be sent promptly to this office and the North
Carolina Division of Coastal Management prior to performing any such change or alteration.
Such action is necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to me at the Wilmington Field Office, Regulatory
Division, at telephone [phone].
Sincerely,
Dave Timpy, Project Manager
Wilmington Regulatory Field Office
Enclosures
Copies Furnished without enclosure:
Ms. Cyndi Karoly
Vision of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Jim Gregson
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Ext
Wilmington NC 28405-5406
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. SAW-2006-32803-010
August 7, 2006
Mr. Doug Huggett ?? D
Division of Coastal Management A
North Carolina Department of Environment ?G 1 2006
and Natural Resources DEN
400 Commerce Avenue 1 ` M0STrSQUAL1
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Southport Marina, Inc for a Department of the Army permit
for renovation and maintenance to Southport Marina, including the replacement of existing
docks, filling the existing lift well, construction of a new lift pad, construction of a new
commercial dock, and construction of an elevated boardwalk as described in the CAMA
application dated April 13, 2006 and received by this office on June 13, 2006. The proposed
project will result in a total of 251 slips (current total is 228 slips) and a transient dock measuring
12' wide by 368 ft long located at the end of C dock.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land-clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
6. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
7. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will be made by
the permittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the authorized work for reason other than safety.
8. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
9. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
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10. Approval of the structure was based on determinations that there would be no
obstruction to navigation. Under conditions existing in the Atlantic Intracoastal Waterway
(AIWW), a possibility exists that the structure may be damaged by wave wash from passing
vessels. Unreasonable slowing down of vessel traffic cannot be required because it would tend to
nullify the navigational benefits on which the AIWW was justified. Issuance of this permit
should not be construed, as relieving the permittee of taking proper steps to insure the structure
and moored boats will not be damaged by wave wash normally to be expected in the AIWW.
11. The permittee shall advise the Corps in writing at least two weeks prior to beginning
the work authorized by this permit and again upon completion of the work authorized by this
permit.
12. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
13. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
14. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
15. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre-project condition.
16. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
3
Questions or comments may be addressed to Mr. Dave Timpy, Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely
illluall)'?4n
David L. Timpy, Project Manager
Wilmington Regulatory Field Office
Copies furnished:
4 yndi Karoly
4bivision of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Jim Gregson
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
4

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
July 26, 2006
Q
Mr. David Timpy R@190ME D
U. S. Army Corps of Engineers AUG 1 b 2006
Wilmington Regulatory Field Office
I'. O. Box 1890 UENR - WATER QUALITY
Wilmington, North Carolina 28402-1890 VIETLANDSAMDSTCMMATERM.,cH
Subject: Action ID: SAW-2006-32803-010, Southport Marina, Inc., Southport, Brunswick
County, NC
Dear Mr. Timpy:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject
Public Notice (PN), dated June 22, 2006. The applicant, Southport Marina, Inc., has applied for
a Department of the Army (DA) permit to make major modifications to an existing State Permit
(No. 99-01) for the purpose of maintaining and renovating the Southport Marina. The proposed
work is being considered under Regional General Permit #198000291, a permit/processing
agreement for work that has been approved pursuant to the North Carolina Coastal Area
Management Act (LAMA). These comments are submitted in accordance with the Fish and
Wildlife Coordination Act (FWCA) (48 Stat. 401, as amended; 16 U.S.C. 661-667d). Comments
related to the FWCA are to be used in your determination of compliance with 404(b)(1)
guidelines (40 CFR 230) and in your public interest review (33 CFR 320.4) in relation to the
protection of fish and wildlife resources. Additional comments are provided regarding the
District Engineer's determination of project impacts pursuant to section 7 of the Endangered
Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
Project Area, Proposed Actions, and Anticipated Impacts
The project area, proposed work, and anticipated impacts are described the Field Investigation
Report (FIR), dated June 8, 2006, of the North Carolina Division of Coastal Management
(NCDCM). The project site is a 44-acre tract owned by the North Carolina State Ports Authority
and leased by the applicant. The existing marina is a full service facility with approximately 200
wet slips and 220 dry storage racks. The facility has a boat ramp, a fork lift haul out, and 75-ton
open hoist travel lift. The facility connects to the Atlantic Intracoastal Waterway (AIWW)
which is not designated as a primary nursery area (PNA) by the North Carolina Division of
Marine Fisheries and is closed to the harvesting of shellfish.
The applicant proposes to replace and reconfigure the existing fixed and floating docks. An
existing lift well would be filled and a new forklift area and forklift pad would be constructed
2
adjacent to the existing travel lift area. A 12-foot-wide, elevated, pedestrian boardwalk would be
constructed. Water at the waterward end of the piers is approximately six feet deep at mean low
water (MLW).
The FIR states that filling the existing lift well would impact 2,512 square feet (ft) of shallow
bottoms. The new docking facility would impact approximately 200,000 ftz of estuarine waters
and public trust area. Approximately 57,000 ft'- of this impact would consist of shading
produced by the proposed docks, finger piers, walkways, and dock office structure. The FIR
does not mention any impacts to emergent wetland vegetation (salt marsh) or submerged aquatic
vegetation (SAV).
Federally Protected Species
The Service has reviewed available information on federally-threatened or endangered species
known to occur in Brunswick County. We have also reviewed information from the North
Carolina Natural Heritage Program (NCNHP) database which contains excellent data on the
special status species, both federal and state. This database can be accessed by topographic
quadrangle (quad) of the U. S. Geological Survey (USGS). Data from USGS quads provide the
most project-specific information on species which should be considered in permitting this
project. The project area is in the Southport quad. The occurrence data of special status species
within this quad can be obtained on the internet at <
littp://www.ncnlhp.or«/Paacs/lierita«edat,i.litnil >.
Our review indicates that the only federally protected species under Service jurisdiction that is
likely to occur in the project area is the West Indian manatee (Trichechus inanatus), a federally-
endangered mammal. There are current records for the manatee in the Southport quad, and the
NCNHP database shows a known occurrence in the lower Cape Fear River between Southport
and Battery Island. The Wilmington StarNews reported the presence of a manatee in Myrtle
Grove Sound (New Hanover County), north of the project area, in late 2004.
The estuarine waters of the lower Cape Fear River and AIWW provide suitable habitat for
manatees that move along the Atlantic Coast during summer months and are seasonal transients
in North Carolina, primarily from June through October. Manatees may occupy waters one to
two meters (3.3 -6.6 feet) deep. Various project drawings indicate that waters within the marina
are two to six feet deep at MLW. Manatees could occur in or near the area where pier
construction would occur. The species moves extensively when in North Carolina waters and
past occurrence records cannot be used to precisely determine the likelihood that it will be
present at a particular construction site.
To protect manatees in North Carolina, the Service developed guidelines entitled "Precautions
for General Construction in Areas Which May Be Used by the West Indian Manatee in North
Carolina." These guidelines address all types of in-water construction, except blasting, and
should produce little, if any, additional expense. The guidelines are intended mainly to ensure
that: (1) construction personnel are informed that manatees may occur in the work; (2) work
3
should cease if a manatee approaches the work area; and, (3) work should not resume until the
manatee leaves the work area. They also provide procedures for reporting the death or injury of
a manatee. These guidelines are available on our web site at < httn://nc-
es.fws.gov/mammal/manatee iuidelines.pdf>. The risk to manatees could be reduced to an
acceptable level by the implementation of the Service's guidelines. The risk would be further
reduced by performing the work during the period of November through May.
With the inclusion of these manatee conditions as permit conditions, the Service would concur
with a determination by the District Engineer that the action is not likely to adversely affect
species designated as threatened, endangered, or their designated critical habitat. However, the
requirement of section 7 would need to be reconsidered if. (1) new information reveals impacts
of this identified action that may affect listed species or critical habitat in a manner not
previously considered; (2) this action is subsequently modified in a manner that was not
considered in this review; or, (3) a new species is listed or critical habitat determined that may be
affected by the identified action.
Service Concerns and Recommendations
The Service recognizes the developed nature of the project site. We also note that several
aspects of the renovation have been authorized by recent permit modifications. With reasonable
measures to protect the manatee, the Service does not believe the activities described in the PN
and FIR would have significant adverse and/or irreversible effects on fish and wildlife resources.
Therefore, the Service has no objection, from the standpoint of fish and wildlife resources under
our jurisdiction, to the issuance of a DA permit for the proposed activities.
The Service appreciates the opportunity to comment on this permit application. If you have
questions regarding these comments or wish to discuss the development of the coordinated
federal position, please contact Howard Hall at 919-856-4520, ext. 27 or by e-mail at <
[e-mail] >.
Sincer 1y
Pete Burin
Field Supervisor
cc:
Ron Sechler, NOAA Fisheries, Beaufort, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
Jim Gregson, NC Division of Coastal Management, Wilmington, NC
Steve Everhart, NC Wildlife Resources Commission, Wilmington, NC
O?O? W A T ?9QG
J ?
Michacl F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 2, 2006
NC State Port Authority
PO Box 9002
Wilmington, NC 28402
Southport Marina, Inc.
100 Weston Estates Way
Cary, NC 27513
Subject Property: Southport Marina
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sirs:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 061040
Brunswick County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 2,512 Square feet (0.058 acres) of open water for the purpose of constructing a
bulkhead and a new fork lift retrieval area at the subject property, as described within your application
dated May 31, 2006 and received by the N.C. Division of Water Quality (DWQ) on June 9, 2006. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number 3400 (GC3400). The Certification allows you to use Regional General Permit No.
198000291 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, Non-discharge, and stormwater
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream N/A (feet)
404/CAMA Wetlands N/A (acres)
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicet-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterquality.org One 1. r, I
o "IV I"
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper aturally
Southport Marina, Inc.
Page 2 of 3
August 1, 2006
Waters 0.058 (acres) Existin lift well
Buffers N/A (square ft.) I
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Alanual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
Southport Marina, Inc.
Page 3 of 3
August 1, 2006
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Noelle Lutheran in the DWQ Wilmington Regional
Office at 910-796-7405 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
AWK/nm!
Enclosures: GC 3400
Certificate of Completion
Sinceyel r,
Alan W. Klimek, P.E.
cc: Steve Morrison, Land Management Group
David Timpy, USACE Wilmington Regulatory Field Office
Ian McMillan, DWQ 401 Oversight Unit, Raleigh
Doug Huggett, DCM Morehead City
Jim Gregson, DCM Wilmington
DLR Wilmington Regional Office
Noelle Lutheran, DWQ Wilmington Regional Office, File Copy
Central Files
Filename: 061040.aug06
?O
o TO
0
V
9
t k
et, WQC #3400
CAMA PERMIT CERTIFICATION
i R 's 1" F ATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
0 N f2 PERMIT NUMBER 198000291 ISSUED TO THE NORTH CAROLINA DIVISION Of
COASTAL MANAGEMENT AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with requirement of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the discharge of
fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality Certification
Number 3025 issued on September 6, 1995, Water Quality Certification Number 3112 issued on
February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water
Quality Certification Number 3371 issued March 18, 2002. This WQC is rescinded when the
Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by
the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with conditions hereinafter set forth.
Conditions of Certification:
1. Activities authorized by CAMA major permits require written concurrence from the
Division of Water Quality as well as compliance with all conditions of this General
Certification;
2. Activities authorized by Coastal Area Management Act (CAMA) Minor or General
Permits do not require written authorization from the Division of Water Quality as long
as they comply with all other conditions of this General Certification;
In accordance with North Carolina General Statute Section 143-215.3D(e), any
request for written concurrence for a 401 Water Quality Certification must include the
appropriate fee. If a project also requires a CAMA Permit, one payment to both
agencies shall be submitted and will be the higher of the two fees. The fee shall be
collected and distributed between the two agencies in accordance with agreements
reached between the Division of Water Quality and the Division of Coastal
Management;
4. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the
Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made for any Certification for
this Nationwide Permit. The most current design and monitoring protocols from DWQ
shall be followed and written plans submitted for DWQ approval as required in those
protocols. When compensatory mitigation is required fora project,. the mitigation
plans must be approved by DWQ in writing before the impacts approved by the
Certification occur. The mitigation plan must be implemented and/or constructed
before any permanent building or structure on site is occupied. In the case of public
road projects, the mitigation plan must be implemented before the road is opened to
the travelling public;
WQC #3400
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial
but also intermittent stream impacts that require application to DWQ in watersheds
classified as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-
funded transportation project, which has a 150-foot per-stream impact allowance;
6. Impacts to any stream length in the Neuse and Tar-Pamlico River Basins (or any
other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence from DWQ in accordance with
15A NCAC 213.0200. New development activities located in the protected 50-foot
wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar-
Pamlico River Basins shall be limited to "uses" identified within and constructed in
accordance with 15A NCAC 2B .0200. All new development shall be located,
designed, constructed, and maintained to have minimal disturbance to protect water
quality to the maximum extent practicable through the use of best management
practices. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification;
7. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored after the Division of Land Resources has
released the project;
8. If an environmental document is required, this Certification is not valid until a Finding
of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
9. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion
Control Planning and Design Manual" or the "North Carolina Surface Mining Manual"
whichever is more appropriate (available from the Division of Land Resources (DLR)
in the DENR Regional or Central Offices) shall be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with
the appropriate turbidity water quality standard;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact
with freshwaters of the state until the concrete has hardened;
11. Additional site-specific conditions may be added to projects which have applied for
CAMA major permits which are proposed under this Certification in order to ensure
compliance with all applicable water quality and effluent standards;
12. When written concurrence is required, the applicant is required to use the most
recent version of the Certification of Completion form to notify DWQ when all work
included in the 401 Certification has been completed;
13. Concurrence from DWQ that this Certification applies to an individual project shall
expire three years from the date of the cover letter from DWQ or on the same day as
the expiration date of the corresponding General Permit 198000291, whichever is
sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
shall result in revocation of this Certification for the project and may result in criminal and/or civil
penalties.
WQC #3400
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek
Director
WQC # 3400
Certification of Completion
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Agent's Certification
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Signature: Registration No. Date
2 0 0 0 4 0
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 9, 2006 n ?? (]
MEMORANDUM:
D
JUN
TO: Cyndi Karoly, Supervisor 2 2006
401 Oversight & Express Permits Unit WF4"
/*pSTTERQUALITY
P3A
Division of Water Quality-Surface Water Protection °A?a,?Wy
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Southport Marina, Inc.
Project Location: 606 W. West St., adjacent to the AIWW, within the Town of Southport,
in Brunswick Co.
Proposed Project: Major modification to Permit No. 99-01 for the renovation and maintenance
to Southport Marina
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 3, 2006. If you have any questions regarding the proposed project, please
contact Jim Gregson at [phone], 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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Southport Marina, Inc.
2. LOCATION OF PROJECT SITE: 606 W. West Street, adjacent to the Atlantic Intracoastal
Waterway, within the Town of Southport, in Brunswick County
Photo Index - 2000: 9-91 10-15, J-L 1995: 9-79 16-21, F-H 1989: 184-3 11-16, J-M
State Plane Coordinates - X: 2295277 Y: 62692 GPS - N052417A
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/24/05
Was Applicant Present - Yes and agent
5. PROCESSING PROCEDURE: Application Received - 05/31/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Southport
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing- Public sewer
Planned- Same
(F) Type of Structures: Existing- 200 slip marina, dry stack building, office building, parking area,
travel lift, lift well, bulkheads.
Planned- reconfigure existing docking facility, add additional slips,
construct new office building, fill lift well, construct new fork lift pad.
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal / 404)

(B) Non-Vegetated Wetlands (Open Water) 2,512 sq. ft. 57,000 sq. ft.
(incorporated)
(C) Other - Highground disturbance 1,000 sq. ft.
(D) Total Area Disturbed: 1.4 acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: Major modification request to Permit No. 99-01 for the renovation and maintenance
to Southport Marina, including the replacement of existing docks, filling the existing lift well, construction of a
new fork lift pad, construction of a new commercial dock and the construction of an elevated boardwalk.
Southport Marina, Inc.
June 8, 2006
Page 2
9. PROJECT DESCRIPTION
The project site is located at 606 W. West Street, adjacent to the Atlantic Intracoastal Waterway,
within the Town of Southport, in Brunswick County. To find the property from the intersection of
South Howe Street and W. West Street, turn west onto W. West Street and travel approximately 0.45
miles to the Southport Marina property.
The property is a 44-acre tract of land owned by the North Carolina State Ports Authority and leased
to Southport Marina, Inc. The existing marina is a full service facility consisting of approximately
200 wet slips, 220 dry storage racks with fork lift haul out and a 75-ton open hoist travel lift. The
facility also includes a boat ramp, shower and laundry facilities, pump out station, a full service boat
yard and fuel. The existing facility consists of the following six main docking structures: a
commercial dock located just to the east of the boat ramp; A, B and C-Docks, which are located just
to the west of the boat ramp consisting of condemned concrete piers with floating docks and finger
piers along each side (The end of C-Dock also includes an existing covered dock house and fueling
docks); D-Dock, which is located just west of the existing lift well consisting of a concrete roofed,
concrete pier and associated floating docks; and E-Dock, which consists of long "U" shaped floating
dock with associated finger piers located at the far western end of the basin.
The property is bordered by Cottage Creek to the west, the AIWW to the south and the Southport
Yacht Basin to the east. The marina facility pre-dates the Coastal Area Management Act, however,
the facility has been issued State Permits for maintenance excavation of the marina basin and
modifications / additions to the docking structures. (See State Permits 5-75, 138-87, 32-95 and 99-
01) The most recent permit (99-01) authorized the maintenance excavation of the existing basin to a
depth of -6 feet at MLW, the addition of floating docks at the end of A, B and C-Docks.
Modifications to State Permit 99-01 on November 17, 2003, authorized the construction of additional
floating docks along each side of the abandoned concrete walkway at D-Dock. Modifications on
April 17, 2006 authorized the maintenance of the boat basin, the construction of a 12' wide by 612'
long boardwalk along the marina basin, the construction of two piers and associated finger piers (new
D-Dock and E-Dock), and the removal of the existing finger piers on the current C-Dock and the
removal of the existing D-Dock. Work under the latest modification is currently underway. A
CAMA General Permit (No. 44036) was issued on May 1, 2006 for the replacement of the existing
boat ramp dock.
The waters of the AIWW in this location are classified as "SC" by the North Carolina Division of
Water Quality and are included in the Southport Restricted Area. The area is not designated as a
Primary Nursery Area by the North Carolina Division of Marine Fisheries and is closed to the harvest
of shellfish.
PROPOSED PROJECT
Southport Marina, Inc. is currently proposing to continue the renovations of the Southport Marina by
the replacement and reconfiguration of the existing fixed and floating docks, filling of the existing lift
well, construction of a new fork lift pad, the construction and extension of a new commercial dock
and the construction of a new elevated boardwalk.
I
Southport Marina, Inc.
• June 8, 2006
Page 3
The existing dock configuration, as counted by the applicant, includes approximately 228 docking
spaces or slips. Some of the existing docks, including the commercial dock, transient dock, travel lift
dock, the "T" docks at the ends of A, B, C, and D-Docks, the docks connecting A, B and C-Docks
and the fork lift launch well are side to or parallel type dockage. It is unclear, after review of past
permit files, how exact slip numbers were measured. Under the last modification the applicant
indicated that the proposed addition of seven slips would bring the total number of slips to 179.
Under the existing slip count by the applicant (Sheet 7of 9), parallel dockage is measured at varying
lengths from 25 feet to 60 feet. It appears that most of this parallel dockage was not accounted for in
the original slip count of 179. Under the current reconfiguration proposal, the total slip number
would increase to 251. The following is a description of the proposed dock changes:
• Replacement of the existing D-Dock with D and E-Docks. Removal of the existing finger piers on
the existing C-Dock and the removal of the transient dock immediately adjacent to the C-Dock.
(Authorized under April 17, 2006 Modification)
• Addition of seven new finger piers to the new D-Dock. Total slips at D and E-Docks would be
60, including (12) twenty-five linear feet each parallel slips on the west side of E-Dock.
• The conversion of the existing E-Dock into F, G, H and I-Docks consisting of 62 slips, including
(2) sixty linear feet each parallel slips adjacent to the travel-lift launch well.
• The replacement of A, B, and C-Docks. A-Dock would consist of 31 slips. B-Dock would consist
of 29 slips. C-Dock would consist of 47 slips, including (17) forty linear feet each parallel slips at
the new transient / fuel dock. The transient dock would be located at the end of C-Dock and
would consist of a floating "T" measuring approximately 12 feet in width by approximately 368
feet in length. The transient dock would also include a new enclosed dock house / office building
which would replace the existing dock house located on the existing C-Dock. The dock house
would measure approximately 28 feet wide by 40 feet long, including the roof overhang.
Emergency fuel cut-off valves, fire extinguishers and other safety equipment would be located at
the dock office. Pump-out services would also be provided on the transient dock.
• The extension of the existing 200 feet long conunercial dock located at the east side of the basin.
The extension would measure approximately 448 feet in length and 8 feet in width and would be
configured in an "L" shape with the "L" extending in front of A-Dock. The new conunercial
dock would include (22) thirty-five linear feet each parallel slips.
Using the applicant's current estimate of 228 slips this proposal would represent a 10% expansion in
slip numbers.
The existing forklift lift well located between C-Dock and D-Dock would be filled and a new forklift
pad would be constructed adjacent to the existing travel lift area. The existing lift well is
approximately 73 feet long by approximately 19 feet wide. Existing water depths within the lift well
average approximately -3 feet at MLW. A concrete bulkhead measuring approximately 19 feet in
length would be constructed across the entrance to the existing lift well and the lift well would be
filled with approximately 200 cubic yards of clean sand. The 12 wide pedestrian board walk would
be extended across the filled area to allow access to the new D and E-Docks.
Southport Marina, Inc.
June 8, 2006
Page 4
The new forklift area would be located just east of and adjacent to the existing travel lift area. The
new forklift pad would consist of a 50 feet wide concrete platform with a supporting bulkhead
extending to the dredged basin limits. The pad would extend approximately 15-22 feet water ward of
the existing shoreline and approximately 20 landward of the existing shoreline to adjoin with the
existing concrete travel lift pad. The area behind the supporting bulkhead and under the new lift pad
would be backfilled to grade. An eight feet wide by 36 feet in length floating dock would be installed
on the west side of the new fork lift drop zone to be used for temporary tie-up of boats during
launching and retrieval operations.
10. ANTICIPATED IMPACTS:
The filling of the existing lift well and the construction of the new forklift pad area would result in the
filling of approximately 2,512 sq. ft. of shallow bottom area within the boat basin, the disturbance of
approximately 1,000 sq. ft. of high ground and the creation of approximately 2,000 sq. ft. of new
impervious area. The new docking facility and associated slips would result in the usurpation of
approximately 200,000 sq. ft. of estuarine waters and public trust area within the existing boat basin.
(It is estimated that the current marina design usurps approximately 120,000 sq. ft.) Of this area,
approximately 57,000 sq. ft. would be incorporated and shaded by the proposed docks, finger piers,
walkways and dock office structures.
Submitted by: Min Gregson Date: June 8, 2006 Office: Wilmington
Narrative Description
Maintenance and Upgrading of Southport Marina
The current lease holders of Southport Marina, Southport Marina Inc.,
propose a major modification of CAMA Major Permit Number 99-01 for the
renovation and maintenance of The Southport Marina. Maintenance and
renovation is to include replacement and reconfiguration of the existing fixed and
floating docks, filling the existing liftwell, construction of a concrete pad for forklift,
boat launch and retrieval, and replacement and extension of a commercial dock
with the addition of an elevated boardwalk for access to that dock.
Floating Docks
The proposed floating docks will replace and reconfigure the bulk of the
current floating and fixed docks, with an addition of 23 floating dock slips.
In addition to the floating docks presently at the marina, three condemned
concrete piers extend out into the basin (A, B and C docks).
The marina dock house and fuel pumps are located at the end of C dock.
D dock features a large concrete roofed structure. All of the existing concrete
piers will be removed along with the concrete roof over D dock. The new floating
dock system will feature a dock house and fuel service to maintain this function
for marina patrons. The dock house location will maintain the level of fueling
safety and supervision along coordination of transient boat traffic. Emergency
cut-off valves, fire extinguishers and other safety equipment will be located at the
dock office for use by trained marina personnel. Holding tank pumpout service
will also be provided on the transient dock.
Liftwell
The current liftwell for forklift removal of boats is located between C and D
dock in the direct vicinity of a major public area of the marina. For safety and
accessibility it is proposed to locate the new forklift retrieval area next to where
the travel lift is currently located, away from the major pedestrian traffic area of
the marina. The move will involve two aspects of this proposal; construction of a
concrete pad to create a forklift and retrieval area and the filling in of the existing
lift-well.
The existing liftwell is approximately 73' long 19' wide and 12' deep with
approximately 3-4' below MLW. A concrete bulkhead will close off the entrance
along the main marina bulkhead. An estimated 200 yds3 of clean sand will be
required for the fill. The fill will allow for the extension of the public boardwalk
across the backfilled liftwell along the marina shoreline RECEIVED
OCN1 VUI?hnIP?1?T0,^? f jC
49AY { 1 OUu

t: l.i I.,1 i T
The new forklift and retrieval area will consist of a concrete platform
approximately 50' wide with a supporting bulkhead extending to reach the
dredging limits 22' 6" to 8' 6" from the shoreline. The platform will extend back on
to land to adjoin the existing concrete pad. A 36' 6" by 8' floating dock is also
proposed to be attached to the forklift and retrieval area via 3' by 20' ramp for
temporary tie-up of boats during launch and retrieval operations.
Dock Extension and Boardwalk Construction
The east end of the marina presently has approximately 200' of
commercial floating dock with no finger docks. It is proposed to replace the
existing floating dock and extend its overall length to 628'. To improve the
accessibility of the dock a 6' wide elevated boardwalk is proposed to run from the
main boat ramp area to the existing landward end of the floating dock.
Form DCM-MP-1
APIP'LICATION
(To be completed by all applicants)
1. APPLICANT
2. LOCATION OF PROPOSED
PROJECT
a. Landowner:
Name NC State Port Authority
Address PO Box 9002
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
b. Applicant:
Name Southport Marina Inc..
Address 100 Weston Estates Way
CityCary State NC
Zip 27513 Day Phone [phone]
Fax [phone]
c. Authorized Agent:
Name Land Mana€,ement Group Inc.
Address 3805 Wrightsville Ave Suite 15
City Wilmington State NC
Zip 28403 Day Phone [phone]
Fax [phone]
c. Project name (if any) Southport Marina
N O T E : Permit will be issued in name of landowner(s),
and/or project name.
Revised 03/95
a. County Brunswick County
b. City, town, community or landmark
Southport
c. Street address or secondary road number.
606 W. West St.
d. Is proposed work within city limits or planning
jurisdiction? ? Yes No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Intracoastal Waterway
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose
(e.g. building a home, motel, marina, bulkhead,
pier, and excavation and/or filling activities.
Marina improvement: Replacement
reconfiguration of existin fle oating docks, filling
in of MOT Iiflwell, constriction of 50' wide
concrete pad with floating temporary dock, 220'
extension of commercial dock, and addition of
60' long and 6' wide elevated boardwalk
REC;E--iV IED
DCM VJUv"11v1GTnnj, i%!C
''!" I ii .L 2000)
1 T!
Form DCM-MP-1 r
b. Is the proposed activity maintenance of an
existing project, new work, or both? Both
c. Will the project be for public, private or
commercial use? Public and Commercial
d. Give a brief description of purpose, use,
methods of construction and daily operations of
proposed project. If more space is needed, please
attach additional pages. Improve facilities by
replacing existing floating docks, condemned
concrete piers and dock house with floating docks
and dock office, fill and bulkhead off liftwell,
create new concrete pad for forklift retrieval area
with adjoined floating dock for temporary tie-up,
add new elevated boardwalk to connect with
existine floating dock, and extend existing
commercial dock by 220'.Daily operations will be
consistent with current operations of a full service
marina. For more information see attached
narrative.
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 44 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above NH-1W
or NWL +4 feet Nfl-RV
d. Soil type(s) and texture(s) of tract
Newhan Sand
e. Vegetation on tract marsh species live oaks,
lawn grasses, ornamental shrubs
f. Man-made features now on tract Floating
docks, covered piers, concrete bulkheads, dock
office, cinderblock building, dry storage facility,
parking areas, fuel tanks, lift well and travel well
piers.
g. What is the CAMA Land Use Plan land
classification of the Site? (Consult the local land use plan)
? Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Commercial
I. Is the proposed project consistent with the
applicable zoning? ? Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes ? No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ? No
1. Are there wetlands on the site?
? Yes No
Coastal (marsh) ? Other
If yes, has a delineation been
conducted? Unknown
(Attach documentation, if available)
m. Describe existing wastewater treatment
facilities.
Public sewer
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Limited surface runoff
o. Describe existing drinking water supply source.
City water
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
Revised 03/95

Form DCM-NIP-1
* A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or
other instrument under which the owner claims
title, plus written permission from the owner to
carry out the project.
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8 %2" by 11" white paper.
(Refer to Coastal Resources Commission Rule
7J.0203 for a detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue-line prints or other larger plats are acceptable
only if an adequate number of quality copies are
provided by applicant. (Contact the U.S. Army
Corps of Engineers regarding that agency's use of
larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
the area to the site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
* A Stormwater Certification, if one is
necessary.
* 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. Upon signing
this form, the applicant further certifies that such
notice has been provided.
Name City of Southport
Address 201 E. Moore St Southport, NC 28461
Phone [phone]
Name
Address
Phone
Name
Address
Phone
* A list of previous state or federal permits
issued for work on the project tract. Include
permit numbers, permittee, and issuing dates.
CAMA Permit-4 32-95, 12/2/1997
CAMA Permit4 138-87,4/6/1994
* A check for 5400 made payable to the
Department of Environment, and Natural
Resources (DENR) to cover the costs of
processing the application.
* A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1
to 10) If the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the
North Carolina Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response
to this application will allow only the
development described in the application. T7ie
project will be subject to conditions and
restrictions contained in the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State of
North Carolina's approved Coastal Management
Program and will be conducted in a manner
consistent with such program.
I certify that I am authorized to grant, and do hi
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.
Revised 03/95
Form DCM-MP-1
This is theL?Lday of 4*1*? , 20 OGc
Print /l// /
Name (,4i,/s dacaN rQqd ManaUtokut+ 6roopl
Signature J
ddownerorAuthorized , t
Please indicate attachments pertaining to your
proposed project.
? DCM MP-2 Excavation and Fill
Information
DCM MP-3 Upland Development
? DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
? DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each form.

Revised 03195
Form DCTNI-NIP-2
?XCAVA'd'ION
AN113"' FILL
(Except 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.
Describe below the purpose of proposed
excavation or fill activities. All values to be
given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or
Existing 73' 19' -6 +8
Lifivell to be MLW M'W
filled
Forklift and 22.5' 50' -2 +8
retrieval MLW NEW
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other
(Excluding
shoreline

EXCAVATION
a. Amount of material to be excavated from
below AI-I'V or NWL in cubic yards < 5 c.y.
(Riprap removal)
b. Type of material to be excavated Riprap
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes ? No
d. Higbground excavation in cubic yards
Surface t?rading_only for forklift pad work
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Contractor haul off
of removed riprap at lift pad site
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes ? No
If no, attach a letter granting permission from
the owner. N/A
d. Will a disposal area be available for future
maintenance? Yes ? No
If yes, where?
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes ? No
Revised 03/95
%
Form DCM-MI'-2 y h. Type of fill material Clean Sand
f. Does the disposal include any area in the water?
Yes ? No
i. Source of fill material Per Contractor
3.0 SHORELINE STABILIZATION
a. Type of shoreline stabilization
? Bulkhead Riprap
note: bulkhead needed to support lift pad
b. Length 85' 10.25"
c. Average distance waterward of MHW or NWL
18'4" MHW
d. Maximum distance waterward of MHW or
NWL 22'6" MHW
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material
Reinforced Concrete
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap
(2) Bulkhead backfill -44 c.y.
h. Type of fill material Clean Sand
i. Source of fill material Per Contractor
'S V- 3.1 SHORELINE STABILIZATION
Sr?r,or,, note: Section 3.1 for second bulkhead to be placed
at entrance to liftwell to be filled.
a. Type of shoreline stabilization
? Bulkhead Rpprap
note: bulkhead needed to support lift pad
b. Length 19'
c. Average distance waterward of MHW orNWL
73' MHW
d. Maximum distance waterward of MI-1W or
NWL 73' MHW
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material
Reinforced Concrete
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap
(2) Bulkhead backfill -200 c.y.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
? Yes No
If yes,
(1) Amount of material to be placed in the water-
' Imo C.Y.
(2) Dimensions of fill area -73 'X (It '
(3) Purpose of fill X111tv?aNnr,vr 1" S)'1srsPJ--
L1187- w£u_
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes ?No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill !?I-
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled? Bulkhead
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Piling rim backhoe dump truck and dozer.
c. Will wetlands be crossed in transporting
equipment to project site? Yes ? No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revised 03/95
Form DCM-MP-2

14064 Maq'LtcL
A plicant or Project Name
2me? ?'
Si a re Cr
1
q), 3 IOU
Date
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) ? Commercial Community Private
(2) Number 9
(3) Length A. 327'6"
B. 273'
C. 343'6"
F. 140'6".
G. 140'6"
H. 140'6"
1. 223'8"
Extension. 220'
Temp. Tie-Up 36'6"
(4) Width A,B,C,F,G,H,I: 9' 10"
Extension, Tie-Up: 8'
(5) Finger Piers ? Yes No
(i) Number 79
(ii) Length and Width
29)40'x4'6"
19) 45'x 4'6"
14)50'x4'6"
7) 40'x 8'
5)55'x6'2"
3 45'x 8'
1)55'x6'2"
1)40'x6'2"
(6) Platform(s) ? _ Yes _ _ No
(i) Number 1 (with 40'x 28' Dock house)
(ii) Length 368'6"
(iii) Width 111811
(7) Number of slips proposed 251 An
additional 23 slins added to the existing
228)
(8) Proximity of structure to adjacent riparian
property lines 50' minimum
Revised 03/95
(9) Width of water body N/A
(10) Water depth at waterward end of pier at
MLW or NWL -6 MLW
b. Boathouse (includuig covered lifts)
(1) Commercial Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number 0
(2) Length(s) N/A
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
(2) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL,
or wetlands N/A
e. Mooring buoys
(1) -Commercial _Community_Private
(2) Number N/A
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond
shoreline N/A
f. Mooring structure (boatlift, mooring pilings,
etc.)
(1) -Commercial -Community _ Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
REG#-N1=_D
1-1VA VVILMING oN, NG,
JUN 0 6 2006
Form DCM-MP-4
Applicant or Project Name
GI
Ly ^065,e Sig ature
Date
Revised 03/95
RE=C I V E D
. ACM WILMINGTON. NC
!?,IU
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-I. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
? Commerical ? Public Residential
b. Will the marina be open to the general public?
? Yes No
c. If there is residential development associated
with the marina, how many units or lots are
planned and how many are currently
developed?
d. Check all of the types of services to be
provided.
? Full service, including travel lift and/or
rail
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only
Number of slips 251
? Dry storage
Number of boats none added
? Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
and/or channel
Open water, no dredging required
? Other (describe) Existing basin to be
utilized.
f. Describe the typical boats to be served (for
example, open runabout, charter boats, sail
boats, mixed types. Mixed Types
g. Typical boat length 25'- 55'
h. Maximum boat length -55'
Are any floating structures planned? If so,
describe. _Replacement and reconfiguration of
existing floating docks and addition of 1 36'
6" x 8' temporary tie-up dock for proposed
retrieval area. Also existing dock house will
be replaced with a floatingdock house at same
location.
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities
that will be included in the proposed project.
Office toilets
Toilets for patrons
Number N/A
Location N/A
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location
for all sanitary wastewater. Use existing
methods.
c. Describe the disposal of solid waste, fish offal
and trash disposal. Use existing
methods.
d. How will overboard discharge of sewage from
boats be controlled? Signage and holding
tank um out station.
e. Give the location and number of "No Sewage
Discharge" signs proposed. I sign per
dock.
RECDVET)
DCM VV1LMI1'\JGT0iv, NC
"`v OC!
Form DCM-MP-6
Describe the special design, if applicable, for
containing industrial type pollutants, such as
paint, sandblasting waste and petroleum
products. Concave surface drain with grate.
Contractor inspection and haul-off to approved
site
g. Where will residue from vessel maintenance
be disposed of? Contractor haul-off services.
h. Give the number of channel markers and "No
Wake" signs proposed. None
i. Give the location of fuel-handling facilities,
and describe the safety measures planned to
protect area water quality. -Emergency shut-
off valves and trained attendants. See figure
4 of 9 for fuel handling facilities.
j. Describe design measures that promote boat
basin flushing or circulation and that reduce
water quality impacts. Use of existing basin.
Maintanance dredging to authorized depths
only.
k. What will be the marina policy on overnight
and live-board dockage? __Overnight dockage
will be allowed, but live-board dosckage will
not.
1. Is the proposed marina located near any
shellfish leases? Yes ? No
m. If this project is an expansion of an existing
marina, what types of services are currently
provided? Full service, including travel lift,
"wet slips", boat ramp, fueling and dry
storage.
n. How many slips are now available? 228
o. Is the marina proposed within a primary or
secondary nursery area? Yes ? No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes ? No
q. Give the location and number of "Pumpout
Available" signs proposed. I for each dock
Ap licant or Project Name
L coo - L/t'I G
/ Sign ure
S ?
Datc
E::CEIVE-L)
OCM WfLfv INIC; ,TON. t,,IC
'J'AY f 2000
rli,l6t.mirdl ' Flcytl` i'4 ? '1 .' ?'?fil9Pflin?i'lt}r1
Sprlnij Hill
I iLElSbrlll]'ueli I.l1?,?' r'11aslar3bor'n
Silver Lake
Ghl Curnbr.la Plar_r:
RlInnell:a Crt:t:k Old Tt7urn "r?9VitIe Gro%,,e
I'?1;?? l^fuNa:
relill Crunk
Ki nd:al I - f to pu
l ?,livi:r Sv;% l rimr4 _,Glyrtln Sound
fa1>idllli: Piney Grcwn Bailinq Carolina Beach
('?l?.?e;r Sp-ring 1,,.??
rr rin-k Arlt iouh
Kure Beach
da rc>I:t: Sandy K.11 :.; rtlidkvay
y Toy."! Vatrltarri Cas?INalq.
Shi.-oph"d Rni:k
Southport
Mclda>i 4acat C`rrg ?eae
Vaupon Elon0i
13-F.!; ,Jtfr?'
FL d Hind Nland

Southport Marina
Brunswick County, NC
tt APR 1. 3 [C')S
SCALE P = 5 Miles
Figure 1 of 9.
Vicinity Map
Land Management (group, Inc.
Environmental Consultants
Wilmington, N.C.
March 2006
r r I??iJ r? ?.? ?? !` JN
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JUN 1 2 2006
DENR - WATER QUALITY
IYETLANOS AND STORMWATER BRAMCH
Southport Marina
Brunswick County, NC
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
March 2006
1' L
? r °?r l , 1•
A PR I )n06
Figure 2 of 9.
Arial Map
r..T
__._1.. /-... fStaI'tnpralt
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fir'"' F
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a1

i

SCALE l ar = 0.3 Miles
Southport Marina
Brunswick County,. NC
Land Management Group, Inc.
Euvironruental Consultants
Wilmington, N.C.
March 2006
Figure 3 of 9.
Topographic Map
^? v(J?1 fk?? f
r3rV
VvA A?
JUN 1 2 2006 Cl"JI 1Vi!ii !t TG `1, N IC
D40SIAtJDS WATER UAUTY 2006
WET P STAgATER BRANCH
Southport Marina
Brunswick County, NC
Laird Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
March 2006
Figure 9 of 9. Soil Survey
of Southport Marina
%
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KI I 0 E? 2006
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JUN 1 2 2006
DEIVR - WATER QUALITY
A'ETI,'14DS AND STQRMWATER BRANCH
T?

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.JUN 0 6 2006
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JUN 0 6 2006
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Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
0 225 450 900 Wilmington, NC 28402 RIPS
910-452-0001 LAND
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F.0- Eox 15329 ' WIIM,noton IIC., 2F40E ' 910-395-9345

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NOTES:
TN AiJJ[71N EXIE'7i9G
N ',PETE PAD No Wetlands Present at Proposed Lift Pad.
Depths Relative to Mean Low Water
ORIGINAL DESIGN BY: DEPTH SOUNDINGS BY:
MW 1-ft agon 11 Bryant Associates
p ® 7217 7217 Unit 113 Ogden den Business Lone vNeram * Wilmington, NC 28411
f`?IARI N?
Exc eP7lon+!+? eY oF_s1cN
P0. 9a. 1,329' W1rnGlcn NC. 25105. 910-195-9115
Protect, Date,
?d"dG?o? lld .Inc. SOUTHPORT MARINA 5/18/06
AppUcant, Sm?n
0 .°P.J Offi. $. 2522 SOUTHPORT MARINA INC, V=20'
9y' or& 16a"&nm 28110-9 Tltle, Dram By,
9ti: 910-1152-000f PROPOSED FORKLIFT ANDRETRIEVALAREA CLC
NR
e?-
02-05-698
Number,
5of9
RAMP
GANGWAY (TYP
STOP
BACKFILL
CAP
MHW (TYP)
CONCRETE
BULKHEAD
u
MLW (TYP)
L_j I L__Z___1
FLOATING DOCK
(TEMPORARY TIE-UP)
6,
APPROVED -6` MLW DREDGING LIMITS
DEPTHS PER
CONTRACTOR
MAR NF_
EXCEPTIONAL BY DESIGN
P.O. 8- 15329 • W.1mington NC., 15405 ' 910-395-9345
This drawing contains
proprietary information COMMENTS
which is the property
of SOUND MARINE INC.,
and sholl not be copied,
reproduced, or made
available to third parties
without prior written
permission from SOUND
MARINE. INC.
REINFORCED
CONCRETE PAD

TIEBACK ROD
DEADMAN
EXISTING GRADE
i
NOTE: NO WETLANDS
PRESENT AT PROPOSED PAD
4' g'
DATE: CODE: Ref.SouthPort'Marino
Figure 6 of 9.
2/10/06 S210160000000 '
Drawn By: T.S.OARRETT Scale: 1/4" = 1'-0"
SOUTHPORT MARINA
TYPICAL CROSS SECTION
PROPOSED FORKLIFT AND RETRIEVAL
AREA WITH TEMPORARY TIE-UP DOCK
C.F_:`:.i3N t_t_2
?
Ufa 1,"f'1 +,
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FXIS T`_J ?T
INTRACOASTAL WATERWAY
TOTAL SLIPS 251
NA R N F-
EXCEPTIONAL BY DESIGN
P.O. Box 15329 ' Wilmington NC.. 28408 ' 910-395-9345
This drawing contains
proprietary information
which is the property
of SOUND MARINE INC.,
and shall not be copied,
reproduced, or made
available to third parties
without prior written
permission from SOUN[
MARINE, INC.
COMMENTS
DATE:
10/26/05
10/31/05
CODE: Ref.Southpcrt Marina
S210160061373
Drawn By: T.S.GARRETT
Figure 8 of 9.
Scale: 1:15Q?:j'-C-iV
SOUTHPORT MARINA ?yF 7 ?0
PROPOSED DOCK LAYOUT MD-4 REVISED

.8
.8 I
?4_3.6 4.2 3.9 4.7 44.2
.6
--- -------319
32
1, 3.53.63.83.84.1 4.24.36.0 4.6 4.4
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4.4 4.3
2.9 3.1 3.6 4.3
0
.0
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21. 6
4
213
R[(;EiV n
DCrvq t`??IL??iINGTOh.!.
ORIGINAL DESIGN BY : DEPTH SOUNDINGS BY :
® ®®®? 0 0 Gahagcn & Bryant Associates
a? ® 7217 Unit 113 Ogden Business Lane
Wilmington, NC 28411
I?NANI NN
EXGGPTIO NAL BY DESIGN
PO Bo. 15329 ' --gl- NC. 2-9 1 --595-9..5
15 20 0
?wtd ?? `??u?y gnc, Project, SOUTHPORT MARINA
8'?wGre?xmm?lal '8onar?fanJo.
Appllcant?
,„,,. 2. 2522 SOUTHPORT MARINA INC.
Wi ar& Va,,4-n?m 281102 Title,
9 . 910-1152-0001 EXISTING FORKLIFT LAUNCH WELL
5/18/06 NA
Job Numbers
1"=30' 02-05-698
Sheet Numbers
CLC APPEND 1

I?
7
3 8
14
1??10 ?-
I
') ol
26
2J
24
23
21
20
19
18
7
6?
14
13
?8
X39
10
I41
42
43
44
45.
46
47
49
53 5114
I
747'
C
72
71
68
67
66
65
64
1116 11
78 q 1114 r
I
79 _ 11'
80 12

81
84
85
86
87
6-11,1 1190
60? 91
59j 92
58 93
5 94
31
0 Cj7 fjv
J r L

7 its 9 120 ,21 122
31 129 127 125
?
12 124 23
130 8 126 15
1 133
10 134
109
135
136
107 rl =3 7
106 135
105 z5
i
104 14C
t ?
Y
102 143 142
l
1011 144 145
1G0 1? 146 147
_ 148149 '150
161 162

160 163
159 164

158 165
157 166

15? 167
1155
168
l

(1151 152 153
ll 169 170
\\l
2-1811 2271 225 223 221 2119! 2i7? 21511 215 21111 21- 2071 205
U226 224 222 220 218 2161 14u 212 210J 203L 206 204
203
202
201
200
174 ,176 178 180?182?184 186 188 190 192 194 196 198
7175 177 179 181 x'11831 j 185 I? 187 16S 1191 193 195 197 199
17^ ?
?Q0 o
Canwl Notes
(1) Original design and
drawing by SOUND
MARINE
(2) Total number of
existing slips: 228
1 LM6 REVISION (ac) 7/3

No. RMwon/4?w Date
F- Oe -d Me-
LAND MANAGEMENT
GROUP, INC.
P05T OFFICE BOX 2522
WILMINGTON, NC 28402
[phone]
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50UTHPOR 61LAI V
1AY 3 i 200
5OUTHPORT
MARINA
EXI5TED DOCK
LAYOUT
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RE: Southport Marina Cama permit
Subject: RE: Southport Marina Cama permit
From: Laurie Dennison <[e-mail]>
Date: Wed, 14 Jun 2006 11:53:26 -0400
To: Noelle Lutheran <[e-mail]>, Joanne Steenhuis
<[e-mail]>
Got a CAMA permit for Southport Marina & it looks like I can link it to 97-0897
except that the file is off-site. Would you like me to Ver 2 this project under
97-0897or because it's 8 years old, give it a new number?
Thanks for your input,
Laurie
1 of 1 6/14/2006 11:53 AM
c? - lo,4o
Permit Class
Permit Number
MODIFICATION/MAJOR _ 99-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources p [ROVER
and LUj
Coastal Resources Commission
11 rt SEP 2 2 2006
1'rE11 DENR - WATER QUALITY
for 0 sTOWgy?,?? W&H
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Southport Marina, Inc., 100 Weston Estates Way, Cary, NC 27513
Authorizing development in Brunswick County at marina basin off AIWW, Southport Marina, 606
W. West St., Southport as requested in the permittee's application dated 4/13/06 (MP-I & MP-2).
6/5/06 (MP-4) & 5/31/06 (MP-6) including att'd workplan drawings (9), as referenced in Condition No. 1 of this permit.
This permit, issued on St )temlier 20, 2000 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, all development shall be carried out in accordance with the
attached workplan drawings (9), 1 dated revised 6/5/06, 1 dated revised 6/6/06, 2 dated 5/18/06, l dated
2/10/06, 1 dated 5/31/06, 1 dated revised 10/31/05, and 2 dated received 6/13/06.
Forklift Pad
2) The forklift pad shall be no greater in size than the 22.5' L X 50' W as specified in the permit
application dated 4/13/06 and the work plan drawing labeled 4 of 9 and dated revised 6/5/06.
(See attached sheets for additional conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
49' 4,0 Ve U.WW

Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
Southport Marina, Inc.
ADDITIONAL CONDITIONS
Shoreline Stabilization and Lift Well rill
3) The bulkhead shall be constructed prior to any backfilling activities.
Permit # 99-01
Page 2 of 4
4) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
5) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
6) The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by Department personnel.
7) No backfill material shall be placed within 30 feet of the normal high water level, except that which will
be used to backfill the area behind the permitted bulkhead.
8) The fill material shall be clean and free of any pollutants except in trace quantities.
Docking Facility
9) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed and operable, and maintained for the life of the marina.
10) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.
11) The marina shall display a sign showing the location of the on-site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main pier(s).
12) All material resulting from the removal of the existing piers shall be placed on an approved upland
disposal site.
13) This permit authorizes only the docks, piers, and other strictures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other stricture, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non-water dependent uses of strictures shall be conducted on, in or over public trust
waters without permit modification.
14) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
15) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
Southport Marina, Inc.
ADDITIONAL CONDITIONS
Permit # 99-01
Page 3 of 4
16) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
17) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
18) This permit authorizes a maximum of 251 boat slips.
Dockliouse
19) In accordance with 15A NCAC 07J .0211, the enclosed area of the new dock house shall not exceed the
enclosed area of the existing dock house that is to be demolished. In order to ensure compliance with
this condition, prior to the initiation of construction of the new dock house the permittee shall submit for
Division approval a new design drawing that shows the modified dimensions of the new dock house.
20) The roof of the deckhouse shall not be designed for second story use.
General
21) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
22) No vegetated wetlands shall be excavated or filled, even temporarily, without permit modification.
23) This major modification shall be attached to the original of Permit No. 99-01, which was issued on
8/13/01, as well as the minor modifications issued 11/17/03 and 4/17/06, and the renewal issued
10/28/05, and copies of all documents shall be readily available on site when Division personnel inspect
the project for compliance.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to a North Carolina
Department of Transportation permit.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
Southport Marina, Inc. Permit # 99-01
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200632803.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3490 (DWQ Project No. 061040), which was issued on 8/1/06.