20060293 Ver 1_COMPLETE FILE_20060222

4
Q...- F
OLP -0193
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
July 5, 2006
Action ID No. 200600555 and State Permit No. 73-06
Admiral Harbor
6432 Shinn Creek Lane
Wilmington, North Carolina 28409
Dear Madam or Sir:
Reference your application for a Department of the Army permit to replace an existing
bulkhead, replace and reconfigure the existing boat slips and perform maintenance dredging at
425 West Brunswick Street, adjacent to Southport Yacht Basin, in Southport, Brunswick County,
North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and 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, telephone [phone].
`r
IUL 1 1 2006 Do
Enclosure
WATER QUALITY
"D STO RVINATFR RRANCIi
Sincerely,
Henry cker, Project Manager
Wilmington Regulatory Field Office
Copies Furnished without enclosure:
Ms. Cyndi Karoly
Division 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
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal
Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 5, 2006
Regulatory Division
Action ID No. 200600748 and State Permit No.8-96
Jarrett Bay Group, LLC
530 Sensation Weigh
Beaufort, North Carolina 28516
Dear Madam or Sir:
Reference your application for a Department of the Army permit to add one slip to an
existing 9-slip facility, and an 8' x 150' staging dock with access for your 200 ton travel lift
adjacent to Core Creek, in Jarrett Bay Industrial Park, Carteret County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and 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, telephone [phone].
Sincerely,
Vv
Henry V ker, Project Manager
Wilmington Regulatory Field Office
Enclosure
Copies Furnished without enclosure:
Ms. Cyndi Karoly
Division 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
NUTS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal
Management
400 Commerce Avenue
Morehead City, North Carolina 28557
2
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March 30, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 060293
Brunswick County
Mr. Quinn Sweeney, Manager
Admiral Harbor, LLC
6432 Shinn Creek Lane
Wilmington, NC 28409-2153
Subject Property:
Old Boat Harbor
Southport, NC
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Sweeney:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 194 Square feet of Coastal Wetlands and 689 square feet of open water for the purpose of
constructing a new bulkhead waterward of the existing bulkhead, and maintenance dredge 11,700 square feet of
open water at the subject property, as described within your application dated January 16, 2006 and received by
the N.C. Division of Water Quality (DWQ) on February 22, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3400 (WQC3400). The
Certification allows you to use the CAMA Major Permit when issued by the NC Division of Coastal
Management. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-
discharge, and stormwater regulations. Also, this approval to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this 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)
Fill Coastal Wetlands 194 square feet Site Plan (bulkhead)
Fill Open Water 689 square feet Site Plan (bulkhead)
Dredge O en Water I 1 700 square feet Site Plan maint. dredge)
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterqLiality.org NorthCaI Olin
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper orthCarofina
Naturallil
Applicant: Admiral Harbor, LLC
Page 2 of 3
Date: March 30, 2006
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
Manual.
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.
6. Upland Disposal
Prior to beginning construction of the new bulkhead and prior to performing maintenance dredging at the
subject site, a jurisdictional determination must be made by the USACE to verify that the proposed
upland disposal site(s) will not result in additional fill of Section 404 Wetlands. If the upland disposal
site must be relocated due to the presence of wetlands at the proposed site(s), revised upland disposal site
plans must be submitted to this office and the 401 Oversight Unit in Raleigh prior to beginning work.
Applicant: Admiral Harbor, LLC
Page 3 of 3
Date: March 30, 2006
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.
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.
Sincprefy,

Alan W. Klimek, P.E.
AWK/nml
Enclosures: WQC 3400
Certificate of Completion
cc: Henry Wicker, USACE Wilmington Regulatory Field Office
Ian McMillan, DWQ 401 Oversight Unit, Raleigh
DLR Wilmington Regional Office
Noelle Lutheran, DWQ Wilmington Regional Office, File Copy
Central Files
Filename: 0602 93. mar06
?D
AP D
3 2006
DE", Wq
WQC #3400
CAMA PERMIT CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
GENERAL 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;
3. 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 for a 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;
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, , 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.
Signature: Date:
Agent's Certification
I, , 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.
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.
Signature: Registration No. Date
401 Projects
Subject: 401 Projects
From: Patricia Collins <[e-mail]>
Date: Thu, 30 Mar 2006 16:12:04 -0500
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>, Doug
Huggett <[e-mail]>, [e-mail]
The following project was issued a 401 permit 03/30/2006: DWQ#: 2006 0293,
Brunswick St. c/o Admiral Harbor, LLC, Brunswick County.
The following project was issued a GC letter on 03/30/2006: DWQ#:: 2005 1414,
Version 2., Karl Miller, 243 Beech St., New Hanover County.
Thanks,
Patti
Patricia Collins
Administrative Assistant
N.C. Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection Section
Wilmington, North Carolina
Phone: [phone]
Fax: [phone]
1 of 1 3/30/2006 4:24 PM
.20 6' 02?3
A?
NCDENR
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
February 20, 2006 j 40
MEMORANDUM: F F I i I !,? ?' ,
,
TO: Cyndi Karoly, Supervisor ?
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA & Dredge and Fill Permit Application Review
Applicant: Admiral Harbor, LLC
Project Location: 425 Brunswick Street, adjacent to the Southport Yacht Basin, in Southport,
Brunswick County
Proposed Project: Applicant proposes to replace an existing bulkhead, replace and reconfigure the
existing boat slips, and perform maintenance dredging.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 15, 2006. If you have any questions regarding the proposed project, please contact.lim
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.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Admiral Harbor, LLC
2. LOCATION OF PROJECT SITE: 425 Brunswick Street, adjacent to the Southport Yacht Basin, in
Southport, in Brunswick County
Photo Index - 2000: 9-91 J849 1995: 9-78 H5-H6 1989: 184-2 K-L, 6-7
State Plane Coordinates - X: 2295817 Y: 62748 GPS - S011014A
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/10/06
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 02/17/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan- City of Southport
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PT, CW, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing- None
Planned- None
(F) Type of Structures: Existing- Bulkhead, parking lot, 12 slip marina facility
Planned- New bulkhead, replacement and reconfiguration of existing
boat slips, maintenance excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal) 194 sq. ft.

(B) Non-Vegetated Wetlands (Open Water) 11,700 sq. ft. 689 sq. ft. 1,830 sq. ft.
(incorporated)
(C) Other - Highground disturbance
(D) Total Area Disturbed: sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to replace an existing bulkhead, replace and re-
configure the existing boat slips and perform maintenance dredging.
Admiral Harbor, LLC
Wage 2
9. PROJECT DESCRIPTION
The applicant's project is located at 425 West Brunswick Street, adjacent to the northwestern end of the
Southport Yacht Basin ("Old Boat Harbor"), in Southport, Brunswick County. To find the property from the
intersection of South Howe Street and West Moore Street, turn west onto West Moore Street and travel
approximately 0.25 miles to West Brunswick Street. Turn right onto West Brunswick and travel approximately
0.20 miles around the yacht basin to Short Street. The property is located at the intersection of Short Street
and West Brunswick Street. The property is a 0.112 acre parcel of land on the Southport Yacht Basin. The
Southport Yacht Basin is located at the confluence of the Cape Fear River and the AIWW and is a federally
maintained navigation project. The high ground area of the property measures approximately 25 feet in width
by approximately 160 feet in length along the yacht basin. The high ground property consists entirely of an
asphalt parking area adjacent to West Brunswick Street. The entire shoreline is stabilized by a failing wooden
bulkhead measuring approximately 176 feet in length. The applicant states that the failure appears to be the
result of a failure of the tieback system causing the top of the bulkhead to lean outward towards the yacht basin.
The existing asphalt parking lot is sliding or depressing into the void created where the wall has moved
outward. The applicant fears that if the bulkhead is not repaired, the parking area grade will fail and the
integrity of the road (West Brunswick Street) will be compromised. Coastal Wetlands consisting entirely of
Smooth Cordgrass (Spartina alterniflora) exist in two areas directly adjacent to the existing bulkhead. One area
on the eastern side of the property measures approximately 54 feet in length by approximately five feet in
width. The other area on the western side of the property measures approximately 17 feet in length by
approximately 3 feet in width. The bulkhead is the normal high water line (NHW) for the entire property
shoreline. The mean low water (MLW) contour line lies between 22 and 50 feet waterward of the existing
bulkhead.
The existing marina structures is located just to the east of the City of Southport municipal dock and consist of
a six feet wide by 130 feet long floating dock and six finger pier measuring approximately four feet in width by
approximately 10 feet in length. The main floating dock structure is accessed from the center of the parking
area by a ramp and an existing floating platform measuring nine feet in width by fourteen feet in length. The
marina currently provides docking space for twelve vessels. Existing water depths at the marina range from
0.0 feet to 1.5 feet at MLW.
This project was originally permitted under State Permit No. 163-83, issued to Gene Sellers on October 20,
1983.
The waters of the Southport Yacht Basin are classified as "SC" by the North Carolina Division of Water
Quality. 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
The applicant is proposing to replace the existing failing existing bulkhead; replace and re-configure the
existing boat slips and perform maintenance dredging within the existing basin. The existing 176 linear feet of
wooden bulkhead would be replaced with a composite fiberglass sheet-pile bulkhead tied back with helical
anchors drilled under the existing pavement. In order to maintain the integrity of the existing parking area and
public road, the applicant is proposing to replace the bulkhead an average of 3.9 feet waterward of the existing
structure. Where no coastal wetland vegetation is present adjacent to the existing bulkhead, the applicant
proposes to construct the new bulkhead approximately five feet waterward of the existing structure. As the
attached photos illustrate, the existing wall is leaning outward and would preclude the construction of a vertical
wall directly adjacent to the existing structure.
Admiral Harbor, LLC
Page 2
The existing floating dock, platform and finger piers would be removed and replaced with a new floating dock
system. The main floating dock would be increased in size to 138 feet in length and 8 feet in width. The new
finger piers (six) would measure 3 feet 6 inches in width by 28 feet in length. The new landing platform would
measure 14 feet 6 inches in length by 9 feet seven inches in width. The applicant states that the increase in the
size of the docks is needed for safety in getting on and off boats and would provide for a sturdier design for the
tying up of boats and a more substantial dock during storms. The structure would still provide docking space
for 12 vessels.
The applicant is also proposing to perform maintenance excavation within the yacht basin. The area of
excavation would measure approximately 78 feet in width by 150 feet in length and would be maintained to a
depth of -5.0 feet at MLW. There is no excavation proposed within 10 feet of the existing coastal wetland
areas. The applicant estimates that approximately 1,000 cubic yards of material would be removed by
mechanical excavator and taken to one of two available a high ground disposal sites, a 0.89 acre site located on
West West Street and a 4.73 acre tract located at 900 West West Street. The applicant claims title to both
disposal sites. A wetland delineation has not been conducted for either of the disposal sites.
10. ANTICIPATED IMPACTS
The proposed bulkhead replacement would result in the filling of approximately 194 square feet of Spartina
alterniflora marsh and approximately 689 square feet of shallow intertidal bottom area. The proposed dock
structure would incorporate approximately 1,830 square feet of Estuarine Waters and Public Trust Area. This
represents an increase of approximately 684 square feet of additional incorporation compared to the existing
structure. The proposed excavation would result in the disturbance to approximately 11,700 square feet of
previously dredged shallow bottom area. A portion of the area of excavation and a portion of the proposed
docks would lie within the federal project area.
Submitted by: Jim Gregson Date: 02/20/06 Office: Wilmington
Admiral Harbor, LLC
6432 Shinn Creek Lane
Wilmington, NC 28409-2153
910-350-0424 fax [phone]
January 1, 2006
Mr. Jim Gregson, District Manager
Division of Coastal Management NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Re: Project Narrative for CAMA Permits
425 West Brunswick Street
Old Boat Harbor, Southport, NC
Dear Mr. Gregson,
Admiral Harbor, LLC is requesting approval for CAMA permits to a rebuild the dock and
bulkhead wall at the 'old boat harbor' in Southport. We are also requesting a maintenance
dredging permit.
The bulkhead at the "old boat harbor" is failing from what appears to be a failure of the tiebacks.
The parking lot is sliding or depressing into the void where the wall has been pushed out. We
and the City of Southport are concerned that if the wall is not rebuilt soon and the wall fails that
the parking area grade will fail and the integrity of the road adjacent to the parking lot
(Brunwick Street) will be compromised. Due to the increase in construction and retail activity
around the old boat harbor, the amount of traffic and the size of vehicles on Brunswick Street has
increased substantially. Bruswick Street started as a path in front of the houses and was not
designed for heavy traffic. In 2003, the City installed deep, waterline extension in the street. We
believe that along with the storm water runoff down Short Street has exacerbated stress on the
bulkhead causing it to fail.
We are requesting permission to install a new bulkhead to replace the failing bulkhead. It will be
constructed of composite fiberglass with helical anchors. We request that it be constructed to the
water side of the existing wall. This will allow us to keep the existing wall in place and install the
new wall before the existing wall is dismantled. The structural engineer, Rod Andrews, Andrews
Engineering, is also designing the wall to deal with hydrostatic pressure. The area behind the
new bulkhead will be compacted and resurfaced. An additional benefit of allowing the wall to be
built out from the existing wall should be to help mitigate some of the pressure/ energy from the
vehicles as they stop to park. We have 12 dedicated spaces for the boat slips; the rest the City has
the right to use for their "City Docks" which have no designated parking other than a small area
along the roadside. Typically, these are large heavy duty pickup trucks.
Admiral is also requesting permission to install new boat docks at this time. The floating docks
will be prefabricated and delivered to the site. The docks will be close in footprint to the existing
docks. Sound Marine has suggested a different anchoring plan than we currently have for the
piles. We feel this will provide a finger pier design which is more stable and safer for the users
and will help limit storm action on the dock. New, safer electrical and water service will be
provided.
Page 2 of 2
Gregson 1 / 1/ 06
We are requesting a maintenance dredging permit as well. The docks currently have mud
showing on the land side at low tide. Mud is even evident beyond the tips of some of the finger
piers. A current survey of the yacht basin for the city shows that the entire basin is shallow. We
propose only to dredge a few feet as to not get deeper than the adjacent channel line.
Enclosed are permit applications:
DCM MP-1 Application
DCM MP-2 Excavation and Fill Information
DCM MP-4 Structures Information
DCM MP-6 Marina Development
Besides the required information, I have included photographs of the site.
Please let me know if I can provide you with any other information. Thank you for your
assistance in this request.
Sincerely,
dl Sw e ey He e son,
H r, LL
Manager
Form DCM-MP•1

1 : 4lN?.1T f?MJH
??
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
ol-fJ F3o?T NaRF?oR se?TNpDR-Y1 f?c
1. APPLICANT
a. Landowner:
Name ADMIRL.L RARi3Of- I I.LG
Address (0V-32 S1411AR CP- -F-K "N?-:
City W t LM 106TC 0 State tS
V-et oq • 2153
Zip Day Phone '30 . 350 ' ct+-Lq-
Fax 91 C' "2 0 • Iag 7
c. Street address or secondary road number
?-1?2F, ?RuNSt?l tc? ST
d. h proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
crash, sound, bay) 01-0 *5OhT NAF-50n-
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name (?VINN Sk1EElJ1?`(, M A NA GER.
Address C04.3'L SH INN «EN?
City V41L4114eTCN State
29 L[.M --
Zip 21S'3 Day Phone
Fax ?l o • 350 • (q?l?
C, Project Haste of any) +" zl? 5RjN SW 1 Ck- ST
MM PON* riff be in w1 h. 4fhVAV Wr*)' OWN
Pr*0 now.
2. LOCATION OF PROPOSED
PROJECT
a. Coutny, r2rtUASK1Ct::-
77111:_j
a. List all development activities you propose (e.g.
buDding a home, motel, marina. bulkhead, pier, and
exavatioo aodlor filling activities.
?uc.KHE?fl P? R-?trmi`?.rr.
rvt??-
QE St-IPS LL NOT ?IANe P
-t?ir+-rE??nNCf- ?nc?tk?,
b. Is the proposed aciivity maintenance of an existing
project, new work, or both? M R 1 r` rE NI A N e*V
Fxl`?TING-f'f?a"?E??Y
c. Will the protect be for public, private or commercial
cite? 00t l M t 9-C,1 A L.
d. Give a brief description of purpose, use, methods of
coostntctioo ad daily operuioas of proposed
project. If more Vow is needed, prose atnch
additional pates.
3d. We are proposing to install a new bulkhead
to replace the, failing bulkhead. The existing
boat docks will also be replaced. The docks will
be close in footprint to the existing, but with
safer widths and a more stable finger design, a
new and a better overall floating dock design
will provide better user safety and different
pile locations will provide greater stability
and limit storm surge action on the dock. New
water and electrical delivery will be safer. We
are requesting a maintenance dredging permit
as well.
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands 1 N A
d i
th
l
'
?
(marsh), SAVs or other wetlands?
AT . e`I ,?ct2:s o N
n
l (1)
W. WET s? n
e
ace
to be p
a
ount of mat
o
g
Yes X No t
so,',E ,>.T -100 V4. WEST ST (2) wate
Dimenst of fill area
f. Does the disposal include any area in the water?
Yes X No (3) se of fill
N?
b. W' fill material be placpd fin coastal wetlands
3. SHORELINE STABILIZATION (marsh , SAVs or other y#Alands?
Y -No
If yes,

a. PI_?c?t?1NT
Type of shoreline stabilization
(1)
Dime o of fill area
5C Bulkhead Riprap
(2) rpose of fill
b. Length 7
c. Average distance waterward o6??HWr NWL
3.9'
d. Maximum distance waterward oom:jHW% r NWL
5.0
5. GENERAL
How will excavated or fill material be kept on site
and erosion controlled? THE tl)" 15U LKH1 g-)
WILL F)F ;NSTALLF__V ('BEP0K.V5 714V> OLO
a.
e. Shoreline erosion during preceding 12 months
BULL-AE D lS INTACT 'BUT VA1Ut-_Y_-
(Source of information) Jlm &reAS61n,t4CPP.At2, (Zvlua NT H
f. Type of bulkhead or riprap material ComPostTS-
PI F?94?Z6L.A $S S t+e?rz-r P I LA NC= b
g. Amount of fill in cubic yards to be placed below
water level
(l) Riprap l.1P'
x l?(aI_F =2?1 cuYds
(2) Bulkhead backfill 1.15 x 3.9
C.
h. Type of fill material Rom SoI ?-
i. Source of fill material C_ONTR-ACToR
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. VhHfill material be brought to site? N A
Yes No
13uL.IcN> a? IS R>`mogjE`P. ,4 Ti-E NF-W
ulAu IS fNSTALI ?D 1=IL.TpzPAE3iz?c W (LL 13t
INSTALLED gEi=oW- Sio?-- IS FLACr-D
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
'}-RUCKS, f?Gf4 kOr 'PI L 1 N 6 fL-1(0
Will wetlands be cr: ssed in transporting equipment
to project site? -Yes ? No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revd 03195
4'Zcj gfz.uNSwlc'l- ST
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract o" 112- _X_ZF_MS
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL c.}.I (c,
d. Soil type(s) and texture(s) of tract
MUp + `.)ArJt-)
e. Vegetation on tract A 5MAt.L AMCu tsi' Wit-
S'FAP-'YINA ALTZRAI1TI.V9A ?MARV2k C?A%S?
f. Man-made features now on tract FP4- s_ 42,z T1?EATly
VliCG1-? ULk FiEAG. -"-L.,0rn f4,hW, li:or,U 1?tCY-
14 ASFHALT F'ARKINC?
g. What is the CAMA Land Use Plan land
classification of the site? (conruh the local laid use plan.)
Y, Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
$(r3 I Nt??5
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, (tapplicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X 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 V_ No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) x Other
If yes, has a delineation been conducted? 10
(Anach doaonemation, if arnilabk)
m. Describe existing wastewater treatment facilities.
boo tI
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.)
SuRFtc;L ?0 r Z F5 ?9_rm VAWP( !,
o. Describe existing drinking water supply source.
T
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• 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 1/2" 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
Reused 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like. 6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
• A Stormwater Certification, if one is necessary. ?? A
• A list of the names and complete addresses of the I understand that any permit issued in response to this
adjacent waterfront (riparian) landowners and application will allow only the development described in
the application. The project will be subject to conditions
signed return receipts as proof that such owners and restrictions contained in the permit.
have received a copy of the application and plats
by certified mail. Such landowners must be advised
I certify that to the best of my knowledge, the proposed
that they have 30 days in which to submit comments activity complies with the State of North Carolina's
on the proposed project to the Division of Coastal approved Coastal Management Program and will be
Management. Upon signing this form, the applicant conducted in a manner consistent with such program.
ovided.
further certifies that such notice has been 9
1
15-re c?NUr,f-vP..?ac rx-,Q?
Name - ,r`CY OF ??uTt 4t'GfZ`I' I certify that I am authorized to grant, and do in fact,
Address =a f '• MUOP-r-- ')TC'?eLT Sou-,ti oR.T,O(-grant permission to representatives of state and federal
Phone °Ito . 45-1 •-793lo r- Zoo• 47-130 review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name L-A.WSoli LEA permit application and follow-up monitoring of the
Address Itl 5`1 MAFRI NO ROAD, 1 V n1G, SC 2gc63project.
Phone Not
I further certify that the information provided in this
Name application is truthful to the best of my knowledge.
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
FEKmlT ;8 8?4 GCE SFLL.F-R'S,
P,F-i,)C-z-JAL PECrnIT (Z. I©• 198-1
+ Is
• A check for $M made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. NA
This is the lb day of -W, 0-10-0-(P
Print Name S Q? ANN SEE??y ??Nr?SovJ
Signature n ? -.
r r ,lurlw?ed ¢gem
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
• 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. NR
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 031"
Form DCM-MP-2
EXCAVATION
AND 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.
1. EXCAVATION
a. Amount of material to be excavated from below
Describe below the purpose of proposed ex vation or MHW or NWL in cubic yards 1 r1°O
fill activities. All values to be given in feet.
A"'"'F`' Pr-- Type of material to be excavated Mu S
CGS S l+o w N op Grt7p?
To QLkT o? p.Cf??L
CROW45L Average Final W441CNEvrr-?
CvaZ1 sD EAsttng Project . ALA"WVrF' Does the area to be excavated include coastal
cc
ch el
( LW) o (NWL)
>"°`
Boat
basin
Bqay
Oc
g.n
bfealtwater
er
ding
a rc
hiliznt ?
Length Width Depth Depth

"l8 ? I5D l? J ML-U)

wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes K No
d. Highground excavation in cubic yards 00?3t-
2. DISPOSAL OF EXCAVATED
MATERIAL
77 777-77 N © FFST W?'?
a. Location of disposalarea"goo W•WesT 1?10T?4
l N
Sl1v TNOeR7 ?, 4t1 R'?4! N l??} . m t ?e
b. Dimensions of disposal area icc ' x 13(0'
c. Do you claim title to disposal area?
K Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? 7\ Yes No
If yes, where? .8R A6pr:S o.?, W • yiEC7
Oe_ goo W W1=ST 5'( S8u-f4'e1-7
Revised 03195
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-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
g. Typical boat length
h. Maximum boat length 401
i. Are any floating structures planned? '1S
If so, describe SYS1F-m t4 (.k
a. Check below the type of marina proposed.
_)/,Commercial Public Residential
b. Will the marina be7en to the general public?
Yes
c. If there is residential development associated with
the marina, how many units or lots are planned and
howNmmv 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 7.
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
X Open water with dredging for basin and/or
channel CIn IN-[?I?aN pW0&f--3& npui,>
Open water, oo dredging required
Other (describe)
2. MARINA OPERATIONS
a. Check each of the following sanitary. facilities that
will be included in the proposed project.
14/A Office toilets
N A Toilets for patrons
Number 0
Location N A
P/A Showers
nQ Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for all
sanitary wastewater. N to
c. Describe the disposal of solid waste, fish offal and
trash disposal. C1'ry' SERVICES
d. How will overboard discharge of sewage from boats
be controlled? fbo ippl~tN to 1"-rAsF-
Nav A6T=
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). M I VPD :q trs CF- ;;,P-1 V KM PMTS e.
MCSTLvi SAIL
Give the location and number of "No Sewage
Discharge' signs proposed. 1 r KT ?,AMP (ENTrr
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasts waste and petroleum products.
/A
g. Where will residue from vessel maintenance be
disposed of ? N 4,
h. Give the number of channel markers and "No
Wake" signs proposed. t4. 1A
L Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. f4. /A
o. Is the marina proposed within a primary
secondary nursery area? Yes V_ No
p. Is the marina proposed within an area open
shellfish harvesting? Yes ?, No
q. Give the location and number of "Pump(.
Available" signs proposed. _o
y-25 ?rzur?sw?clc SrK-ET-
t or ject Name
Inh
200
j. Describe design measures that prbmote boat basin
flushing or circulation and that reduce water quality
impacts. Q?ANmt?:) P1ETHS no NOT
VKCF-VV> ?NfJEcr?t tC? GNANN
Dtr M-1S .
k. What will be the marina policy on overnight and
live-board dockage? LIMITrD oVEKKIC-ttT
tocK A6V A uLe)W f V
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the na o and address of the leaseholder.
m. If this project is an expansion of an existing marina,
What types of services are currently provided?
_ V&-K AM ??bc-K(ArAQ 1?,VQt.ACr- Mr- NT
ONIJ?.
n. How many slips are now available? 11

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. pp ,, ``
RiEL? IvT
a. Dock ) and/or Pier(s)
(1 X Commercial Community _ Private
(2) Number I
(3) Length 13E
(4) Width 81
e. Mck<ing buoys tsA
(1)
(2) Nu
(3) De
(Color,
-Community _ Private
of buoy
size, anchor, etc.)
(5) Finger Piers X Yes No
(i) Number 6a
(ii) Length f. M ring stru re (boatlift, mooring pilings, etc.) NA
(iii) Width (1) ommercial -Community _ Private
(6) Platform(s) X Yes No (2) ber
(i) Number (3) en
(ii) Length ty ' (0" (4 Width
(iii) Width 7
(7) Number of slips gsopeged 1'L 1:?lJ5TIN6 Other (Give complete description)
(8) Proximity of structure to adjacent e5}@tinrz
property lines FlW_-t?FL fIe1i - l ,z7o ExlsTl l/1rji?? ??^c,? iL'Iol/f Tv
(9) Width of water body I'roo l PIS S u qr) ii •SifF19, iiflCft- ?, '
(10) Water depth at waterward end of piersat CUi «'iL? "GF d= /, re
MLW or NWL 4eel - Z2-
b. Boa Ouse (inc mg covered lifts) 0.6, ??'? ??N1,?12 • T?/` "f//S 4cA?l ?-?'r?-•?
(l) Commercial Private
(2) n ( Width ?! 25 8RuNS?1?K ST.
App or rroj ame
rIn
c. Gro (e.g. w d, sheetpile, etc.) NA- S nue
(1) m4mbieer
(2) en (s)
Date
d. BrXAva ood, sheetpile, etc.) tS
(1i do f? /4f-/LS?aU3' F?l?j 6 IVI
(2tance from MHW, NWL or av CF,-- ?/tn, 1'k-10 ,"G", (3stance beyond MHW, NWL or T?
U? I"FlF T / wT- yyj?U
,i90,!?X 1N
o !A
fie f3? TS /?
p oFL TI2 Iz-Eti'N' ??'r/c NNG
_.- PlL f?i?S
NE? ?. /rlyNV c'?.r?,??uT? . ?? c No /j? ? ??? ?,?p w?
57f? AIAc is /&V. SJ(?,?ST?O 7_1??L
Rev6ed 03195 p/f?? UI?L-G` ?IywiA
(4) idth of water body
(5) Distance buoy(s) to be placed beyond
shoreline
)Istance Bulkhead to edge of road varies
listance Bulkhead to property line varies
Caprail w/ whalers
Composite fiberglass sheet piling. Bury
in grade equal to amount above grade
(free board) or as indicated by
Structural Engineer.
rox. grade i
compacted fill w/
permeable fabric barrier
Location of
Existing wood
structure to be
removed a few
-------- feet above e grade.
--?
------ 2' -5' depending
=:-+ti- rr
on location of r_== ? r-'r---
wall and angle of
existing wall.
See plan notes.
(Nominally 2' at
marsh grass and
-----------
----5' at grassless
locations.)-
' r
r?. 1 ? ZU06
Install piles if and as
required by Structural
Engineer.

l 1
i

j Location of new composite n
I
fiberglass wall. See plan for
(
location fr o xisting wall.
I
I

I 9
J

Assymo Mean High Water
-
-` 52
; °o
-
t
I m m=
I
I mV ?
>3
a
$
a'i?E 0
?
Pluff mud
l
U
6
_?? II
I ? ..
ca
'?- Mean Law Water -
?
I d
line, varies
X
425 Brunswick Street
Proposed Wall Section
Seale: 1:30
Boat Docks & Retaining Wall
Southport, NC 1/10/06
Admiral Harbor, LLC
Agent: Quinn Sweeney, Manager
6432 Shinn Creek Lane
Wilmington, NC 28409-2153
910-350-0424 fax [phone]
prepared by Quinn Sweeney cell 471-6818
Sheet A-2 of 2
0 10 15 20 25 30 Fr

acpr4vy lrlwrm - COMMENTS
wMdi ltMsaaparty
NOW } SQIO MARINE IIC., wwr r .wn w
MARINE > eMw wCeC`x»a
-aoe°°. Q
I.b.,. mre wna.
uffnnw.LL Cava wnnaAala wrnw?
nn.[a isms ww?romr?c.twoe •9roasmss ?...q.?a.. o. pen- frww SOUND
MARIE. INt
POWER CENTERS
SIDEA SIDEB
X 30 30

KEY
O =ERIOR PILINGS
RUBRAIL
CLEATS
BUOYANCY COMP.
DATE CODE Ref. 4258RLNSWICKSi Sole: 1:10

2/17/06 S21016001748
Dawn By. TS.GARRETT CHECKED BY.
425 BRUNSWICK ST REET MARINA
QUINN SW EENEY
PROPOSED DOC K LAYOUT

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There are two parking places which the c
docks. They are almost always used by
"commercial" trucks. The drivers appear
work, in a hurry and stopping fast. Pullin
and keeping the wheelstops where they
energy caused by the trucks stopping re:
to the base of the wall. Parking spaces f
seldom used. The boating is recreations
lessees live adjacent to the dock.
Phnfn fnUcn1 PA Mr,
ty uses for their
Heavy
be going to
the wall out 5'
re will help the
)Ive itself closer
r our docks are
and 3 of the
�t
4 1
�jt y 7t ry
1 i

1?;,
t?J -1
t
'NrrRACOgSTAL WATER WqY
Locator Map
Hie
Existing piles @
outer boundary
1
t
Mean Low Water,
mudline at low tide -
1
1
1
No mash grass construct wag within
5' of toe of wall or as dose as possible
where wall leas 'out' beyond 5'!,
Ail r
`c
FI
c
Q
--_-•_-- -------_- ximate centerline chadnel ----7Gr-ade 5 O--M W,
- - --- -- Elevations based on Current local
Meant Low Water
-1 CZ:
1. PROPOSED BULKHEAD:
a. At existing mash grass:
construct wag within 2' of toe of wall or as
dose as possible where wall lean 'out'
beyond 2'.
-3.92' +0.33' b. Where there is no marsh grass,
construct well within 5' hors of existing
- --- - -- I wall.
1
5
•
0
'
?
; ; c. Area frnarsl grass determined
,?_-
-
-
-
-
-? J on 1/9/06 by An n Gre Gregsan, NCDENA.
Southprt Yacht Basin //i
i// /%//i./%i
Old Boat Harbor
Owner. United States of America ! / / // :Proposed ,
237LF019 dock&
?plles
/
/. Existin dock
Grade -5.0'MLW
/,//,/?
177
athers out to & piles
iC fe
Z Z' -u
?/
f/
OF DRE66//"'
/?/ r ?/f%?/ /0
? to -5.0 MLW
??, /?f
2.30f
V
/. /??/ /// ,•//// // //'// /r?/Z5 ??/ /i/ '' Z. ?? i
rrota
%//
total T,t
/ 4 04st
too
docv
B. IL
Uxw/?, 13
;Aso
?,.%/?i/i".ant
-rel
' /? /j??
acr-
>i'3! / / 4 1 ° 9 Qg sed fl°actt+9 q 6" x 9 7 °
1.20'
,1 138sf OPO1T3 9106010 ,1; tck' ?
/?X a 0
Mean High Water a>t'.
Mimi 57 0 // //'?j ?S? '' / bulldtead for eMne site v
,,.f iefi t0 / !i/:?/i'"A.,i,,/ W Cam` _ ?,,.,•. _ .. ?-- -- - 5'Note1 b. 21 Nate
2. DREDGING:
i a. Do not dredge within 10 LF of
marsh grass.
I b. See "Key" for dredge depths and
blends.

' c. Harbor water depths were taken
from a 2002 McHenry Surveying survey

Riparian I prepared for the City of Southport's 2002
CAMA application. McHenry's depths were
Property owns 1 based on MSL 1929. Those depths have
City of Southpo1t been converted into current MLW (based
237LF02001 (. on ngs nomgov website)•
d. Mudlne or Mean Low Water
determined on 1/9/06 by QSweeney,
7 Agent

Existing piles Mean High Water detemnieed on
1/9/06 by Jim GregsomNCDENA. The
r@ outer MHW rase is the bulkhead for the entire
boundary
I city' property.
dock
'- , , Area of dredging
?' j
17 ?/,%?? to -5.0' MLW
Mean Low Water,
mudline at ow tide
Area of Blending cut
to existing grade
- Area of marsh grass
?PP Utility power poles
No dredging within 10'
0 of marsh gam.
j -"- water & sewer lines
- ss-

vvExistmg pi +? t
u
h ad
dredging wEdin 10' e>f rnnarah grass. `: K
425 Brunswick Street
::::: :: ':. 1b Property Owner
7s
_ V: existing asphalt parking and Admiral Ham LLC i Boat Docks & Retaining Wall
2' Note to N 6 5 r: Ex:isting bulkhead c\ wheelstops, patch as required 1237LF01901 - "• Southport, NC 1/10/06
173.54LF FRONTAGE 1
A • -... Admiral Harbor, LLC rev 2/16/06
existing 4' wood
-Agent: Quinn Sweeney, Manager
O
Area where wag is leaning 1 z re> walkway cantilevered pp , 6432 Shinn Creek Lane
the most (+-30") over bulkhead. n
Lawson Lever
237LE033
rw?y
IL-edge of road_
Wilmington, NC 28409-2153
_ fire 910-350-0424 fax [phone]
?-- 36'}60° E--edge of road -?= i2 ;':fir prepared by Quinn Sweeney cell 471-6818
83'3.6"
_ _ Sheet A-1 of 2
SS
0 10 15 20 25 30 Fr
r '
s r
s r
r r
a r
r !
-6.22'
15'-0"
12'-0" 3' 0
1