20061365 Ver 1_COMPLETE FILE_20060823

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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 061365
New Hanover County
Mr. John Elmore
Airlie Marina, LLC
PO Box 381
Wrightsville Beach, NC 28480
October 19, 2006
Subject: General 401 Water Quality Certification #3490
Airlie Marina
Dear Mr. Elmore:
The Wilmington Regional Office received your application, for a CAMA Major Permit from the Division of
Coastal Management on August 23, 2006, to construct a new bulkhead, finger piers, floating docks, boat lifts, and
to perform maintenance dredging. Construction of the new bulkhead will result in the filling of 45 square feet of
Open Water, and the maintenance dredging will result in the excavation of 18,800 square feet of Open Water.
You are authorized to proceed with your project as proposed under General Water Quality Certification (WQC) #
3490 (enclosed). This Certification allows you to use the CA11A Major Permit when the Division of Coastal
Management issues it. Written concurrence from the Division of Water Quality (DWQ) is not required provided
that you can meet all of the conditions of the General Water Quality Certification.
If at anytime during construction of your project you determine that you cannot meet these conditions or if there
are any additional impacts to wetlands or water quality not described in your application, you must contact
this office immediately.
If the US Army Corps of Engineers determines that an Individual Permit is required for the proposed activities, an
Individual Water Quality Certification will also be required and the attaclied Certification is no longer valid.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7215.
Sincerely,, /
Noelle Lutheran
Environmental Specialist III
Enclosure: WQC #3490 U ???L' 1f
1J
cc: Laura Stasavich, Land Management Group OCT 2 3 ZOO6
Ian McMillan, 401 Oversight Unit
David Timpy, USACE Wilmington 14"ENf?-WATE
Stephen Rynas, DCM Morehead City ?'a t'?a STo'a ,Q ? ?CH
Noelle Lutheran, DWQ WiRO (File Copy)
Central Files
North Carolina Division of Water Ouallty 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Intemet: ww",.ncwaterquality.org One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper NortllCarolina
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Permit Class Permit Number
NEW 198-06
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STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
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X Major Development in an Area of Environmental Concern 9 R4?ro
pursuant to NCGS 113A-118 PSI
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Airlie Marina, LLC c/o John Elmore, PO Box 381, Wrightsville Beach, NC 28480
Authorizing development in New Hanover County at adj. the AIWW, 1402 Airlie Road,
Wilmington , as requested in the permittee's application dated 8/8/05* including the att'd
workplan drawings (9), 1 dtd 4/22/04, 1 dtd 1/05, 3 dtd 8/2/05, 1 dtd 8/8/05, 1 dtd 9/27/05, 1 dtd rev'd 4/3/06, & 1 dtd 8/2/06
This permit, issued on December 22, 2006 , 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.
Marina Reconfiguration
1) The permittee shall provide two copies of an as-built survey of the completed project, including pre-
existing and new dock structures and post-project hydrographic survey, within 30 days of project
completion to the Wilmington Regulatory Field Office. A copy of this survey shall also be provided to
the Division of Coastal Management.
2) 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.
3) 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.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2009
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Cha s . Jones, Director
D ivision of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Petmittee
Airlie Marina, LLC c/o John Elmore Permit #198-06
Page 2 of 5
ADDITIONAL CONDITIONS
4) The marina shall display a sign showing the location of the onsite pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main pier(s).
5) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina 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.
6) This permit authorizes only the docks; piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this marina without permit modification. No
non-water dependent uses of structures shall be conducted on, in or over public trust waters without
permit modification.
7) 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.
8) 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.
9) 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.
10) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
11) This permit authorizes a maximum of twenty-one boat slips.
12) Should either adjacent property be sold prior to the initiation of construction, the permittee shall be
required to obtain a signed riparian corridor waiver from the new property owner prior to the placement
of any structures within the 15-foot riparian corridor.
NOTE: Due to the proximity of the AIWW, boats utilizing the docking facility will be subject to
frequent wavewash from passing vessels. The issuance of this permit does not relieve the
permittee from taking all proper steps to ensure the integrity of the structure and the safety of
moored boats. The permittee shall not hold the State of North Carolina or the United States
liable for any damage to the structure or moored boats.

Airlie Marina, LLC c/o John Elmore
ADDITIONAL CONDITIONS
Shoreline Stabilization
Permit #198-06
Page 3 of 5
13) The authorized alignment of the bulkhead shall be staked by the permittee and approved on-site by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
any construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
weather conditions, shall require the alignment to be restaked by DCM within a maximum of 30 days
prior to the new expected start of construction.
14) The bulkhead shall be constructed prior to any backfilling activities.
15) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
16) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc.
17) The fill material shall be clean and free of any pollutants except in trace quantities.
18) All fill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
19) No backfill material shall be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead.
Excavation
20) In order to protect juvenile finfish resources, no excavation or filling activities will be permitted between
the dates of April 1 and September 30 of any year without the prior approval of the North Carolina
Division of Coastal Management and the U.S. Army Corps of Engineers.
21) Excavation shall not exceed -8 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
22) No vegetated wetlands shall be excavated or filled, even temporarily, without permit modification.
23) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
24) No excavation shall take place outside of the area indicated on the attached workplan drawings.
Airlie Marina, LLC c/o John Elmore
ADDITIONAL CONDITIONS
Spoil Disposal
Permit #198-06
Page 4 of 5
25) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
26) No spoil material shall be placed within 30 feet of the normal high water line, except that which will be
used to backfill the area behind the bulkhead.
27) Any change in the location of the spoil disposal area shall be approved bya representative of the
Division of Coastal Management prior to the initiation of any excavation activities.
Sedimentation and Erosion Control
28) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities, and shall
remain until the disturbed areas are properly vegetated.
29) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
General
30) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the, permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: 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.
Airlie Marina, LLC c/o John Elmore Permit #198-06
Page 5 of 5
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 061365), which was issued on 10/19/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200640472.
a-T 0 l.o - k3 L°S
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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-2006-40472-065
October 26, 2006
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:

Reference the application of Mr. John Elmore of Airlie Marina, LLC dated August 8, 2006
and received by this office on August 22, 2006, for Department of the Army (DA) authorization
to reconfigure the existing 22 slip marina with new floating docks, finger piers, boatlifts,
maintenance dredging of 4,700 cy, and replacement of 118 ft of bulkhead at Airlie Marina
located at 1402 Airlie Road adjacent to the AIWW, Wrightsville Beach, New Hanover County,
NC. All excavated material will be dewatered on barge and inside a dike disposal area within the
existing gravel parking area on the Airlie Marina, LLC property. The excavated material will
then be transported to a 25 acre upland disposal area.
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 will provide two copies of the as-built surveys of the completed
project, including pre-existing and new dock structures and pre-project and post-project
hydrographic surveys, within 30 days of project completion to the Wilmington Regulatory Field
office, attn: Mr. Dave Timpy.
3. 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.
4. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
5. The bulkhead will not be positioned farther waterward than 3 feet from the normal
water level elevation contour at any point along its alignment.
6. 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.
7. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
8. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will be made by
the permittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the authorized work for reason other than safety.
9. In order to protect juvenile finfish resources, no excavation or filling activities will
be permitted between the dates of April 1 and September 30 of any year without the prior
approval of the North Carolina Division of Coastal Management and the U.S. Army Corps of
Engineers.
10. The West Indian manatee (Trichechus manatus), which is listed as a federally
endangered species, has been reported in the waters in New Hanover County. In order to protect
the West Indian manatee all work should be done during the period from November 1 to May 31.
If work must be done during the period from June through October the enclosed guidelines,
entitled "Precautions for General Construction in Areas Which May Be Used by the West Indian
Manatee in North Carolina" must be followed. These guidelines are available at:
http://nc-es.fws.gov/mammal/manatee guidelines.pdf.
11. All excavated materials will be confined landward of the mean high water level
elevation contour within adequate dikes or other retaining structures to prevent spillover of
dredged materials into any vegetated wetlands or surrounding waters.
12. A water control structure will be installed at the intake end of the effluent pipe
leading from the retention area in order to ensure maximum settlement of suspended solids.
13. Flow from the diked retention area will be confined by pipe, trough, or similar device
to a point at or below the mean low water level elevation contour to prevent gully erosion and
siltation.
14. Excavation will not exceed -8.0 feet below the elevation of mean low water (MLW).
15. 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.
16. 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.
17. 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.
18. 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.
19. 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
3
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
20. 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.
21. 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.
22. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Dave Timpy, Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
6
David L. Timpy, Project Manager
Wilmington Regulatory Field Office
Copies Furnished:
Cdi Karoly
iof Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
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
4
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jim Gregson
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
NC Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
5
Permit
Subject: Permit
From: Kathy Rivera <[e-mail]>
Date: Thu, 19 Oct 2006 16:08:31 -0400
To: [e-mail], Bev Strickland <[e-mail]>,
[e-mail]
Permit issued for:
2006 1365 - Airlie Marina - New Hanover County - issued on 10/19/06
1 of 1 10/19/2006 4:12 PM
ALF"i
ia
NC®ENR
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
August 21, 2006 2 0 0 6 1 3 6, M?
MEMORANDUM:
TO: Cyndi Karoly, Supervisor AUG '3 2006
401 Oversight & Express Permits Unit C11 QUALITY
Division of Water Quality-Surface Water Protection YrrTtANDSANDSTOfitfiWAT?ltCRW
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: John Elmore / Airlie Marina, LLC
Project Location: 1402 Airlie Rd., adjacent to AIWW / Greenville Sound, in Wilmington,
New Hanover County.
Proposed Project: Applicant proposes to re-configure 22-slip marina, install bulkhead and
perform maintenance dredging.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 14, 2006. If you have any questions regarding the proposed project,
please contact Robb Mairs 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 1 Affirmative Action Employer - 50°6 Recycled 110" Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John Elmore/ Airlie Marina, LLC
2. LOCATION OF PROJECT SITE: Adjacent to Atlantic Intracoastal Waterway/Greenville Sound
at 1402 Airlie Rd., south of the Wrightsville Beach drawbridge, in the City of Wilmington, New
Hanover County.
Photo Index - 2000: 22-273, J-13 199: 22-255, J-11,12 1989: 174-4, S-7
State Plane Coordinates - Y: 2358337 Y: 172066 GPS: 0-091619A
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/11/05
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 8/04/06, completed
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County/City of Wilmington
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PT
Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing. - New Hanover Co./City of Wilmington
Planned - N/A
(F) Type of Structures: Existing - Dockmaster building, floating docks, bulkhead, shed
Planned -New Floating docks, finger piers, boatlifts, maintenance
dredging, and bulkhead to facilitate existing marina.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nRFnGFn FTT.T Fn OTT-TFR
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Open water 18,800 sq. ft. (Incorporated)
3,743 sq. ft.
(C) Other (Highground) 525 sq. ft. 9,400 sq. ft.
(D) Total Area Disturbed: 31,668 sq. ft. (0.73 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB# Open: No
8. PROJECT SUMMARY: The applicant proposes to re-configure an existing 22- slip commercial
marina with new floating docks, finger piers, boatlifts, maintenance dredging and installation of a new
bulkhead.
John )Elmore/Airlie )Marina, LLC
Page 2
9. PROJECT DESCRIPTION:
The project site is located adjacent to Atlantic Intracoastal Waterway (AIWW)/Greenville Sound, at 1402
Airlie Rd., south of the Wrightsville Beach drawbridge, in the City of Wilmington, New Hanover County.
The property is currently operating as a commercial marina with 22-slips. Existing structures on the property
include: a dockmaster building with restrooms, an elevated roof covered deck over open water, just
waterward of an existing wooden bulkhead (approximately 118 linear feet in length). Waterward of the
existing dockmaster building is an access ramp that leads to an approximately 100' in length by 6' in width
main floating dock. The floating dock terminates in an approximately 35' in length by 6' in width "L-head"
floating dock, which is oriented towards the north. There is also an existing "L-head" floating dock located
on the southern side of the main floating dock, adjacent to the access ramp (Sheet 6 of 10).. Waterward of
the existing bulkhead on the northern end and on the southern end of the property are shared floating docks
and finger piers between adjacent property owners, which are Crocker's Landing Assoc., Inc. to the south,
and Gulf Stream Marina, Inc. to the north (Sheet 6 of 10). As a result, the current configuration does not
conform to the 15' riparian corridor setback requirement at these locations. The application states that a 1977
Army Corps of Engineer permit authorized construction of this docking facility as well as the two docks
directly to the north. The application also states that all three docks were part of a single marina at one point
in time and has since been separated. There are currently other commercial marinas adjacent to this facility
and across the waterway from the project site. The 0.2 acres of the upland portion of the property is an
existing gravel parking lot. Upland vegetation consists primarily of maintained lawn grass and ornamental
landscaping. There are currently no coastal wetlands at this location.
The waters of the AIWW/Greenville Sound are not designated by the NC Division of Marine Fisheries as
Primary Nursery in this location. The waters are classified 5139 by the NC Division of Water Quality and are
not open to shellfishing. New Hanover County classifies the area as Conservation in their Land Use Plan.
PROPOSED PROJECT:
The applicant proposes to re-configure an existing 22- slip commercial marina with new floating docks, finger
piers, boatlifts, maintenance dredging and installation of a new bulkhead. A new bulkhead would replace the
existing 118' linear feet wooden bulkhead. Approximately 15 linear feet of this new bulkhead would average
.'waterward of the existing bulkhead at the northern end of the property. The remaining 103 linear feet new
bulkhead would be located approximately 5' landward of the existing bulkhead. The agent states that this new
bulkhead alignment would allow the applicant to maximize the re-configuration of the proposed structures
(Sheet 9 of 10).
Maintenance dredging is also proposed within the existing marina footprint, as well as some minor upland
excavation where the new bulkhead would be installed, landward of the existing wooden bulkhead. Maintenance
excavation would be accomplished by a land based and barge based excavator. Dimensions of the proposed
maintenance dredging limits would be 160' in length by 117' in width to a project depth of-6' to - 8' @ Mean
Low Water (MLW). Approximately 4,700 cubic yards of material would be removed. The application states
that the excavated material would be de-watered on barge and inside a dike disposal area within the existing
gravel parking area on the property (Sheet 6 of 10). The material would then be relocated to a designated 25acre
upland site at the Tanbridge Park Subdivision, Tanbridge and Windemere Roads, in Wilmington. The
application states that silt fencing and vegetation would be used to stabilize the offsite disposal area (Sheet 1 of
1). The application does not indicate that a Sedimentation Erosion Control Plan Permit or Mining Permit has
submitted or obtained for this location.
John Elmore/Airlie Marina, LLC
Page 3
The applicant proposes an access ramp waterward of the new bulkhead, which would lead to a landing platform 6' in
length by 6' in width. The landing would then terminate in a main floating dock 133'6" in length by 8' width, which
would run perpendicular to the shoreline. The main floating dock would then terminate in a "T-head" floating dock,
80'6" in length wide by 6', which would run parallel to the shoreline. The main floating dock would have six floating
finger piers, each 35' in length by 3'6" in width. There would be three finger piers on each side of the main floating
dock 45' apart, which would run parallel to the shoreline. Six additional mooring pilings, three on each side of the
main floating dock, would be installed between each floating finger pier designate the proposed twelve (12)-36' wet
slips (Sheet 8 of 10).
The applicant proposes to install four fixed finger piers 21'5" in length by 2'6" in width extending from the new
bulkhead towards the AIWW, two of which would be located on the each side of the access ramp. These finger piers
would accommodate eight 12' in length by 12'4" in width boatlifts.
10. ANTICIPATED I1\IPACTS
The proposed structures would incorporate approximately 3,743 sq. ft. of Estuarine Waters and Public Trust Area.
however much of this area is currently usurped by the existing marina facility. The application states that the proposed
structures would provide 21 slips. Approximately 525 sq. ft. of highground area would be removed for the installation of
the new bulkhead alignment. The maintenance excavation bf the marina basin would result in the removal of
approximately 18,720 sq. feet of shallow bottom within the Estuarine Waters and Public Trust Areas. Approximately
16,000 sq. ft. of hiahground area would be disturbed for the spoil site area preparation, which would contain
approximately 1,700 cubic yards of material excavated for the maintenance of the basin. The structure Nvould extend
160' into a waterbody measuring approximately 500' across, which would not extend beyond the established pier length.
The structure would extend approximately 30' waterward of the AIWW 80' setback (Sheet 5 of 10). The proposed
structures would encroach into the 15' riparian corridor setback requirement, however the application includes waivers
from both the adjacent riparian property owners. The application states that a 30' wide easement has been recorded
between the applicant and the adjacent riparian property owner to the north (Exhibit B). Minor increases in turbidity
should be expected, but if construction is timed to avoid periods of peak biological activity impacts should be minimal.
Submitted by: Robb L. Nlairs Date: 8/21/05 Office: Wilmington
RECEIVE'
DCM WILW..r^
CAMA Major Permit Application PVC
Airlie Marina AUG 1 0 2005
8/8/2005
This application requests to re-configure the existing marina located at 1402 Airlie Road
in Wilmington, NC. The marina currently contains 22 slips, as designated on the
enclosed figures. A dockmaster building with restrooms and adjacent roofed deck is
currently elevated over the water, just waterward of the existing bulkhead. The roughly
0.2-acre upland portion of the property is existing gravel parking. A 1977 ACOE permit
authorized construction of this dock and the two docks directly to the north. Apparently
all three docks were part of a single marina and have since been separated. As a result,
the current dock system does not conform to the 15' riparian corridor setback at the north.
The original permit application showed 40'slips on the north side of the floating dock and
20' slips on the south side of the floating dock. The need for a CAMA Major permit to
reconfigure the dock system was triggered by the request for 36' slips on the south side
instead of 20' slips.
Re-confi-uration of the dock would provide a total of 21 slips, twelve of which would be
36'-long wet slips and eight of which would be lifts. The new dock system would abut
the established pierhead line, as defined by the Wilmington ACOE office. Enclosed is a
map provided by the Wilmington ACOE navigation office which shows a recognized
pierhead line for this section of the AIWW. A waiver from the adjacent landowner to
the south was obtained during an earlier notification and is enclosed.
New bulkhead is proposed along the property's 118 lft of shoreline.. This bulkhead
would replace existing bulkhead. New bulkheading would be located no more than 3'
waterward of the existing bulkhead at the northern property corner. The majority of new
bulkheading would be located roughly 5' landward of the existing bulkhead.
Maintenance dredging within the marina footprint is proposed as well as some minor
upland excavation where bulkhead will be installed landward of the existing bulkhead.
Maintenance dredging and excavation will result in approximately 4,700 cy of sandy
material. Material will be excavated with either a barge mounted excavator or from a
land based excavator. Spoil material will be placed within upland areas of the planned
Tanbridge subdivision in Wilmington, off nearby Eastwood and Military Cutoff Roads.
A vicinity map, survey, and ACOE approved survey for the proposed off-site disposal
area is enclosed. The applicant (John Elmore) owns the Tanbridge subdivision property.
A state stormwater management plan has been approved for the existing upland parking
area. Although no upland development is proposed, this stormwater management plan
brings the existing impervious cover into compliance to the greatest extent practicable.
GC RECEIVED
VINGTON, NC
0 4 2006
STROUD ENGINEERING, P.A.
t:VNZoULTING ENGINEERS
102-0 GNEMA DRWE
WIL.t+AtN1:,TON. NORTH CAROUNA 2U M
(910) 81---C775
DESCRIPTION FOR
JOHN ELMORE
15-FOOD' WMDE
ACCESS EASEMENT
(Southwesterly)
To arrive at the point of beginning commence at the intersection of the centerline of Airlie (toad
and the centerline of Allen's Lane. Thence, with the southeaster]y extension of said centerline of
Allen's Lane, South 54 degtecs 59 minutes 53 seconds East a distance of 119.11 feet to a point in
the high water line. Thence along said high Hater line North 34 degrees 53 minutes 40 seconds
East a distance of 118.52 feet to the POINT OF BEGINNING;
Thence, from said point of be jnning, South 47 degrees 51 minutes 14 seconds Last a distance of
26.91 feet to a point in the northwesterly right-of-way line of the Intracoastal Water Way. Thence,
along and with said right-of-way line, South 42 degrees 08 minutes 46 seconds West a distance of
15.00 feet to a point. Thence, leaving said right-of-way line, North 47 degrees 51 minutes 14
seconds West a distance of 25.00 feet to a point. T'henoo North 34 degrees 53 minutes 40 seconds
lust a distance of 15.12 feet to the POINT OF BEGINNING; Containing 389 sq. R., more or less.
t•tt1111NU!••
Jf? Eat- _ l
L-3370 -
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0T?9'd
107 COMMERCE ST.
5urm a
GREENVILLE, NC 27058
(252) 75G•9352
102-0 CINEMA DRNE
WILMINGTON, NC 25403
(910) 1315-0775
HESTnON PLA7Jt TVO
151•A HV".24
MOREHEAD CITY. NC 285Y7
[phone]
f 'd 9615 'ON
2SET 63S OT6:01
'V 'd 'ON1U31-M M-81S
M90:?. 900i. '9 - %
:W02U 8T:bT 9002-z2-Nnr
Form DCM-MP-1 2 0 0 6 1 3 6 5
A-11P -lyV-"h L I CAT ION
(To be completed by all applicants)
1. APPLICANT
ACM WILMINGTON, V?ED
NC
AUG 1 0 2005
b. City, town, community or landmark
Wilmington
c. Street address or secondary road number.
1402 Airlie Road
a. Landowner:
Name Airlie Marina, LLC
c/o John Elmore
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
(City of Wilmington)
Address P.O. Box 381
City Wrightsville Beach State NC
Zip 28480 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Mannement Group, Inc.
Address P.O. Box 2522
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any) Airlie Marina
NOTE: Permit «ill be issued in name of
lando%%wts), andlor project name.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
AIWW
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.
Reconfieuration of existine marina dock svstem
maintenance dredging, installation of new bulkhead.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Maintenance dredging and replacement of existing
stnlctures.
c. Will the project be for public, private or
commercial use? 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. Purpose is to replace existing dock
svstem. standard marine construction equipment.
Revised 03/95
RECEIVED
DCM WILMINGTON, NC
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract approx. 0.2-acre
b. Size of individual lot(s) N/A
M. Describe existing wastewaterxi-j;atment facaities.
Municipal sewer system
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.)
No direct discharges
c. Approximate elevation of tract above M1-1W or
NWL approx 5' >MLW
d. Soil type(s) and texture(s) of tract
Site has been historically developed and soils
reflect prior usage. Urban.
e. Vegetation on tract Nearly all upland existing
parking lot with some minor landscaping.
£ Man-made features now on tract
Existing marina and parking lot.
g. What is the CAMA Land Use Plan land
classification of the S1tC? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X Other
h. How is the tract zoned by local government?
CB - Commercial business
1. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
if yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? Yes X No
Coastal (marsh) Other
if yes, has a delineation been conducted?
(Attach docurnentatiorr, if available)
o. Describe existing drinking water supply source.
Municipal sewer system
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 ''/z" by I V 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.
(See attached approval letter.)
* A list of the names and complete addresses of the
Revised 03/95
RECEIVED
DCM WILMINGTON, NC
Form DCM-MP-1
AUG 1 G 2005
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.
(to the north)
Name MJR Properties
Address P. O. Box 417
Wriuhtsville Beach. NC 28480
(to the south)
Name Crockers Landing Associates Inc
Address P. O. Box 1304
Wriehtsville Beach. NC 28480
* A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
1977 Department of the Armv permit for original
marina construction. SAWC078-N-065-123-0067
2003 Stormwater Management Plan. as required by
this CAMA permit application to handle stormwater
run-off from existing impervious cover. No new
impervious cover proposed on site.
* A check for 5400 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.
* 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. The 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 in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the U day of 2005.
Print Name
or
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in
the space provided at the bottom of each
form.
Form DCM-MP-2
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.
Describe below the purpose ofproposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
T ennth Width Tenth Tk-nth
Access charnel N/A N/A N/A N/A
(MI.W) or
(NWL)
N/A N/A N/A N/A
Canal
160' 117' -4' -6 to
Boat mlw -8
Basin OA mlw

N/A N/A N/A N/A
Boat
Ramp
N/A N/A
Rock
Groin
N/A N/A
Rock
Breakwater
other (Excluding N/A N/A N/A N/A
shoreline
stabiliz-
RECEIVED
DCM WILMINGTON, NC
AUG 1 0 2005
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 4,700 cy
b. Type of material to be excavated Sandy
submersed bottom of AIWW.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highgound excavation in cubic yards
None
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
TanbridQe Park SID, Tanbridae and Windemere
Roads, Wilmington, NC
b. Dimensions of disposal area
ACOE approved upland areas of S/D,
approximately 25-acres.
(See attached vicinity and ACOE surveys)
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
Revised 03/95
RECEIVED
DCM WILMINGTON, NC
AUG X 0 2005
Form DCM-MP-2
maintenance?
If yes, where?
Yes X No
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 118'
c. Average distance waterward of MHW or NWL
Aligned on average 3.5' landward of MHW
d. Maximum distance Nyaterward of MHW or
NWL
2' at northern property corner
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material Wood
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfill None
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area N/A
(2) Purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
Excavated material will be de-watered on barge,
or if excavated from upland. material will be
dewatered inside diked spoil disposal area within
existing parking arel Silt fencing and/or grassing
will be used to stabilize offsite disposal area
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
barge mounted excavator or land based excavator
c. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Rcviscd 03/95
Form DCM-MP-2
Applicantpr Proj#t Name
Date
wf-6??
RECEIVED
DCAi1 WILMINGTON; NC
:BUG i Lj 2Q05
Revised 03195
Form DCM-MP-3
UPLAND
Dw_U:JVv_H_:dL0PMENT
DCMR EC N' VED
GTonj, NC
;Ur 2005
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
a. Type and number of buildings, facilities, units
or structures proposed None
h. Projects that require a CAMA Major
Development Permit may also require a Storm-,vater
Certification. Has a site development plan been
submitted to the Division of Environmental
Management for review?
X Yes No
If yes, date submitted See attached letter.
b. Number of lots or parcels N/A
c. Density (give the number of residential units
and the units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. N/A
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. No new impervious surfaces proposed.
There is an existing parking lot.
g. Give the percentage of the tract within 75 feet
of MI-AV or NWL, or within 575 feet in the case of
an Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. No new
impervious cover proposed.
i. Describe proposed method of sewage disposal.
N/A, for proposed work. Municipal svstem is
available.
j. Have the facilities described in Item I. above
received state or local approval?
N/A
(Attach appropriate documentation)
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
No direct discharges planned.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Municipal svstem
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is an oceanfront development, when
was the lot(s) platted and recorded? N/A
A ! C wit?
jg i cant r Project Name
Z 6 ,94 In
nature
,f t
/'fix 7&
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) X Commercial Community _Private
(2) Number 2 floating docks
(3) Length 133'6" & 80'6"
(4) Width 8' & 6'
(5) Finger Piers X Yes No
(i) Number 6 floating. 4 fixed
(ii) Length 35'.21.5'
(iii) Width 3'6". 2'6"
(6) Platform(s) X _ Yes _ _ No
(i) Number 1 for ramp
(ii) Length 4'
(iii) Width 6'
(7) Number of slips proposed 21
(8) Proximity of structure to adjacent riparian
property lines Boat lifts will abut southern
riparian limit with waiver from adj landowner, 18'
to the northern riparian limit.
(9) Width of water body
N/A - Coms reco ized pierhead line in this
location and Proposed docks will remain within
existing marina footprint.
(10) Water depth at waterward end of pier at
MLW or NWL -8.6' to -7.4' MLW
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
RECEIVED
,)CM WILMINGTON, NC
?6G 1 0 2005
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, or
wetlands
(3) Maximum distance beyond NWL,
or wetlands N/A
c. Mooring buoys N/A
(1) -Commercial Community- Private
(2) Number
(3) Description of buo
(Color, inscription size, anchor, etc.)
(4) Width of water bthe (5) Distance buoy(s) placed beyond
shoreline
f. Mooring structure (boadift, mooring pilings,
etc.)
(1) X Commercial -Community _ Private
(2) Number 8 boatlifts
(3) Length 12'
(4) Width 1214"
g. Other (Give complete description)
Applicant or Project Name
?;igna ure
0
Date
Revised 03/95
Form DCM-MP-6
RECEIVED
DCM W1LN11NGT0N, NC
MARffNA
D ]EV]ElL0P M IEll: J N iT
(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.
INJ
mixed types). Recreational runabout
g. Typical boat length 35'
h. Maximum boat length 60'-80'
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commerical Public Residential
b. Will the marina be open to the general public?
Yes X No
c. If there is residential development associated
with the marina, how many units or lots are
planned and how many are currently developed?_
No
d. Check all of the types of services to be
provided.
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 21
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 (maintenance dredging)
Open water, no dredging required
Other (describe)
£ Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats,
i. Are any floating structures planned?
If so, describe No
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
Location
Showers
X Boat holding tank pumpout
Type and location Portable pumpout
b. Describe treatment type and disposal location
for all sanitary wastewater. Municipal sewer
svstem available
c. Describe the disposal of solid waste, fish offal
and trash disposal. Trash dumpster, one currently
present onsite.
d. How will overboard discharge of sewage from
boats be controlled? No overboard discharge
policy, signae to be posted near central dock
spine.
e. Give the location and number of "No Sewage
Discharge" signs proposed. 1 near central dock
spine.
Revised 03/95
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A - No maintenance services to be provided.
g. Where will residue from vessel maintenance be
disposed of? N/A -No maintenance services to be
provided.
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. None proposed
j. Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts. Proposed dredging would slope
from -6' to -8' MLW
k. What will be the marina policy on overnight and
live-board dockage? No live-board poliev.
1. Is the proposed marina located near any shellfish
leases? . Yes X No
in. If this project is an expansion of an existing
marina, what types of services are currently
provided? N/A
n. How many slips are now available? 22
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. 1 near central dock
spine
or Project Name
gnat e 11 - /;w
,? & 20vr
Date
DC,1R ":_-CEI VED
/; i! 11NGTOi'1 NC
- 3
Revised 03/95
J UIV'C,-?{7bb 14:18 FROM:
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Existing
Bulkhead and
Elevation Pilings For Boat
Proposed A Lift
ulkhead and Elevation /
7-
4-
3'
2-
1.
-3'
Mooring Piling
(typ.) - -
i
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pprox. NF
Finger
Approx. ML
Elevation
Existin
g
- ----- -----------
Proposed Elevation
-12'0 O O O
+ + +
?-' N W
0 O O O
Land Management Group Inc.
P. O. Box 2522
Wilmington, NC 28402
910-452-0001 (p)
910-452-0060 (0
LMG # 02-01-380
o° 0 0 0 0 0 0 0
0 0 0 0 0 CO %D W
0
Survey provided by Stroud Engineering, Wilmington, NC.
Dock layout provided by Sound Marine, Wilmington, NC.
Proposed Water Dependent Structures
Cross Section
VwI
l?
C?
Z -
Vertical Scale 1" = 10' L5 ;

lo' o 5' 10' 20' z T ,

Horizontal Scale 1" = 20' n o r
20' 0 10' 20' 40'
{7

CAMA Major Permit Application
Airlie Marina
Applicant: Airlie Marina, c/o Mr. John Elmore
Location: AIWW, Wilmington, New Hanover County
Date: 8/2/06
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Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 02-01-380
SCALE 1" = 1.5 miles
Date: 802005 Sheet of /0
.SCALE I 2.4 r-ilas
N
R EC /ED
DC?'1 ??l?,.? NC
:! U? 1 f 005
CAMA Major Permit Application,
Airlie Marina
VICINITY MAP Applicant: Airlie Marina
c/o Mr. John Elmore
Location: AIWW, New Hanover County
`E
b '
\ // .1 ?? •?C a U? ; :? Iri ??? ,r4t .iIVI .. D1SPO:
-E i
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ISLAND 4, ,
/ . ?/IRL9 >'? ?za oFrs r
Arfj.A'?
lrt ?' 's ??'„? rOL'IGHY\?,1 \ r •; C ??•'?, i ft
yT. s? SITE
46 AAA ;• ?\?
ctrl E1R IAL GARDENS" _ .,? \ ..? - Q
J? TQ?CTERYS ? i r 4 ? ? ?r? ? r ?J /
( t,'r a4f, ? , '? •MONEY ,t?• ,fi't' ? ; 1
f, ; r rSa Yes , `mow f a t i WRI,?HTSI
BEACH
j?y\j i ?? MONEY
f i
.?. ?i .r LZGHT0 [[,O
vr'\?•ia l ? J '•
?, '?, t•,?ff N It ?.a0 J ., V - i ?- // ?? ? ,
0 2000 4000
RECEIVED
DCM VJILNIINGTO?NI, NC
,stir .I (' i
SCALE 1" = 2000'
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 02-01-380
USGS TOPOGRAPHIC
MAP
Wrightsville Beach Quad.
CAMA Major Permit Application,
Airlie Marina
Applicant: Airlie Marina
c/o Mr. John Elmore
Location: AIWW, New Hanover County
Date: 8/2/2005 Sheet,;'-of /D

I
f.
??41
i

989 1

Adjacent Landowner (to south)
R05700-003-062-000
Crockers Landing Assoc. Inc.
P. O. Box 1304
Wrightsville Beach, NC 28480
Gulf Stream Marina
Thomas R. Janice T Dickey
151 Ginger Road
Subject Property
R05700-002-010-000
9549
Y 0 200 400
SCALE 1" = 200'
Land Management Group, Inc. CAMA Major Permit Application,
Environmental Consultants NEW HANOVER CO. Airlie Marina
P.O. Box 2522 TAX MAP Applicant: Airlie Marina
Wilmington, NC 28402 from www.co.new-hanover.nc.us c/o Mr. John Elmore
910-452-0001
Location: AIWW, New Hanover County
LMG # 02-01-380
Revised 812106 Date: 8/2/2005 Sheet 3 of
- . r.. S77 ? =r- -
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Photograph shows existing dock structures and existing upland parking area. N
DCNREMEI V ED
N?T?N, NC
SCALE 1:5000
Land Management Group, Inc.
Environmental Consultants 2000 AERIAL
P.O. Box 2522 PHOTOGRAPH
Wilmington, NC 28402
910-452-0001 from www.co.new-hanover.nc.us
LMG # 02-01-380
C:Iproject fi1eslair1ie1CAMAmajoffgures.cdr
CAMA Major Permit Application,
Airlie Marina
Applicant: Airlie Marina
c/o Mr. John Elmore
Location: AIWW, New Hanover County
Date: 1/2003 Sheet 4f of 10
31 SEAPINE CR.
HILTON HEAD ISL., S.C.
RECEIVED
DCM WILMINGTON,
AUr 10 200 5
?y
?z
LOCATION MAP
SCALE: 1"= 2.0 MILES
FROM N.C. D.O.T. NEW HANOVER
COUNTY ROAD MAP
Ivyfliv
' RONYMUS
iYINNER
SPOIL AREA
FOR SAWC077-N-065-230-0245
TO
k/R'ChT S v??
E BF
q Cy
PROP. OF:
BLUE WATER MARINA
1322 AIRLIE ROAD
WILMINGTON, N.C.
APPROX. 9,000 C.Y. WILL BE REMOVED BY HYDRAULIC
DREDGE TO SPOIL AREA AND RETAINED BY EARTH DIKES.
VICINITY MAP
SCALE: Vu 400'
FROM AERIAL PHOTO
PIERS DOCKS, BULKHEAD
AND bREDGING
NEAR WRIGHTSVILLE BEACH, N.C.
NEW HANOVER CO.
BY DAVID (SKIPPY) C. WINNER
1402 AIRLIE RD.
WILMINGTON, N.C.
OCTOBER 1977 SHEET I of 3
/ GRASS / R \IC4ING % OOM ONU
-PRO P. LINE , NC
05
rTT ?- -T°•6 DREDGING 'LIMITS

EXIST, _-M.LW_0.0
BLDG. 180'
/60? NEW PIER
EXISTING
L _L
+ -1•? J "'
^q.0

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x

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O co o LL-
o<
Ol/
O

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404
1&-PROP. LINE
r L ?N
o 0 0 0 0 \0 0 0 0 0 0 0 0
0-1 14-16'\? PACES 0
CRAMP \ I
FIXED PIER
MHW
FLOATING DOCK \
10- 12 SPACI!
ly' GRASS 1
A
N E W ==vo-'o-_ " .?
BULKHEAD AND
BACKFILL k1?,
ALZ 6NM FK
ORE EsT6l
E?OE CONSTR..
WINNER
EXIST.
BLDG.
O
\) O O O O

DREDGING /
LIMITS /
)tt
ML W = 0.0--?

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t_p p / e O 'p o

\ F /
8-16' SPACES
1
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EXISTING
PRO_ P LINE LIMITSL_
BLUE WATER NEWLY DREDGED (OCT, 1977)'
MARINA --?
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ANC' Q'?1 NC
EXISTING 0' 11100
• ??` I
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-- -----------------
Hq a? NE
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"? EG7 I?a:
CER1IF KATE =:? ?
AnMY CORPS 0= E C;NEERS
i
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THIS CERTIFIES THAT THIS CPY CF THIS PLAT
ACCuRAi LY DERICTS THE 6C ARY G T,E ;
C,IRISDIC ION GF SECTION < 3 THE C.EAI<
WATER A„ Ur..OER THE PRESENT .AR ANO
REc__ATIOCS AS DETERMINED BY THE
UNCERSIGNEO ON THIS CATE. UNLESS THERE 1
IS A C::^ANGE IN THE LAW OR CUP PUBLISHED
HEG;;LATIOTIS. THIS OETERMINATICN OF SP:.r:Cr,.
404 JLRISOICTION MAY BE kEUlEO UPCN FGA.
A PERIOD NOT TO ExCEEO F:ia51 YEARS
I FROM THIS GATE.
->= aY------------.-
CATEt
aw4 olov9
i
PROJECT NO.: P""458
DRAWING NAME :F/VASTER/PIE-458/DGN/SURVEY.DGN

cpp- S(1e-
IweA hGc-"Nr `C?-
50 FS10
u `
N _'IS
IFS// I/?' ?
GRAPHIC SCALE: 1' • IGD :.( / !f {/?
o? s?? ??ul
?i lSP?1K•- ??? ?P.
Q? ? Lw
[ A• LINEAR r¢! ff
R:1(S^? .. IEE
AG. yE.
REVISIONS
90CVDARY A50 YETLASO SURVEY _
GRECORY"MURRAY CONSTRUCTION TRACT
IIL73GT04 TOVN;R;;.P CITY OF 11'.YINOTGp KER BANOVIR MUNTI NORTH CMULINI
OWNER; ELYORE, LANCASTER DESIGNED: GAG
P 0. BOA 381 -
ADDRESS: WRIGHTSVILLE BEACH.NC 28480 DRAWN; `.LAG
PHONE [phone] - APPROVED: `mr
CATE. 4!22104
L?1 STROUD ENGINEERING P A.
'
'
OC-0 [IRE- ORInf r 100
SCALE( I
;
nRlRCru. Nc 11103
,
SHEET I''10F 1'..
ulal euans
AIWW Beaufort, NC to Cape Fear River, NC
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Note: ACOE . ?7.
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t a ; ', ' ::-. T , ?'a `J ,' = CAMA Ma or PermitApplication
S. t r r
.. t,t! ? 1,.r,, ? Ii? L ? ? '? t '"T'N` -?? ti-l-' ' l Airlie Marina
'r^ .1r1C'Y
fr ' .! ?. ?, ? ,I - / '' r?? 7? RECOGNIZED
PIERHEAD
`' ', j ' z 4/-/t"-,
?. K y icant: Airlie Marina
r ?.? . c - r LINE A
, Jr ?..a•.,. do Mr. John Elmore
Tt1 ?wJ j a r F,." N- rz ! \ ?.,v
4 'Ak'
4
t t % ,r} , .?. , -t <, 6 ! .. IQa Map provided by Wilmington
-t t=? ? rti p x. .? " t. Location: AIWW, New Hanover County
LL {, ACOE Navigation Office
?µ s
. > ?I Mgr , Date: 81212005 Sheet of (-l I 11
-50ft Historical Pierhead Line
200 100 0 200 400 600 - Right-of-Way (RNV)
and g apt y Date: Feet11? 200o N
Feet O SOft Setback AIWW
Date 25 Feb 2003 EM Navigation Channel
N'S LANE
?G
.?7
Gulf Stream Marina, Inc.
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C* HOUSE
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SHED m -
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EDGE OF CONCRETE
Crackers Landing Assoc., Inc.
w
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c
Survey provided by Stroud Engineering, Wilmington, NC
.*7
FLOATING DOCK
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J-?LSETBACK
Land Management Group Inc.
P. 0. Box 2522
Wilmington, NC 28402
910-452-0001(p)
910-452-0060 (1)
LMG # 02-01-380
Revised 82/06
SCALE 1" = 30'
30' 0 15' 30' 60'
CAMA Major Permit Application
Airlie Marina
Survey Applicant: Airlie Marina, c/o Mr. John Elmore
Existing Conditions Location: AIWW, Wilmington, New Hanover County
Date: 812/2005
Sheet (9 of W
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F

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EDGE OF CONCRETE

1 U
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1 cool cn
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IPARIAN CORRIDOR LIMIT
33

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1

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RAMP FLOATING DOCK
1
0 1
0 0
USE
1 °
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o ° 21 20 19 18 17 116 151 14 1
QeW ° 1 0 0

Y 0 0
22 0 G o 1

c? - -- - - -l 5L-aETBACK I
_ - -
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X
w I 1

° D I f 7 e n i .. _ _- 1

Survey of existing structures provided by Stroud Engineering, Wilmington, NC
P. 0. Box 2522
Wilmington, NC 28402
910-452-0001 (p)
910-452-0060 (f)
LMG # 02-01-380
r? 4j
A?
v.
22 Existing slips (numbered)
SCALE 1" = 20'
20' 0 10' 20' 40'
6- 4
' CAMA Major Permit Application
Airlie Marina
Existing Marina Applicant: Airlie Marina, c/o Mr. John Elmore
Location: AIWW, Wilmington, New Hanover County
Date: 112005
Sheet '7 of 10
Q
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-BOAT LIFT
3 1 t'-t'0 1/8
"
4
5
6
?-0
7
8
I
io
3n-6 15' SETBACK
0
FLOATING FINGER
9 10
FLOATING DOCK
co _
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0
35'-0"
11
12
I
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21 20 19 16
17 16
MOORING PILING
I I
0 I I
CN -15' -SEI.@ACK __ I -- _j0
I
Survey provided by Stroud Engineering, Wilmington, NC.
Dock layout provided by Sound Marine, Wilmington, NC.
Land Management Group Inc.
P. 0. Box 2522
Wilmington, NC 28402
910-452-0001 (p)
910-452-0060 (f)
LMG # 02-01-380
I
I
I
I
15
80-6"
I
Proposed Dock Re-Configuration
and
New Bulkhead Alignment
21 slips proposed (slips numbered}'
8 boat lifts, (12) 35'slips, (1) 80.5' slip
Proposed Structures
8 boat lifts
12' x 12'4" from outer pile to outer pile
4 fixed finger piers (for boat lifts)
2'6" x 21.5'
floating dock (central dock spine)
8'x 133'6"
floating dock ("t")
6'x80'6"
6 floating finger piers (for 35' slips)
3'6"x35'
6 mooring pilings
118 Ift. of new bulkhead,
to be aligned an average 3.5' landward of existing
bulkhead
SCALE 1" = 20'
20' 0 10' 20' 40'
CAMA Major Permit Application
Airlie Marina
Applicant: Airlie Marina, c/o Mr. John Elmore
Location: AIWW, Wilmington, New Hanover County
Date: 812/2005
Sheet I of IU
w
CO
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=
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= of O
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FINAL PROJECT DEPTH
xk`;? I TO BE -6'MLWAT THE x
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I TO THE EXISTING -8' OI.
x I
_ k i' k' MLW CONTOUR (approx. X X ?'
ce ^p {?' (?? I end of dock system)
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RIPARIAN CO 0R LIMIT -DREDGING 0 IMIT
LO
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N xL
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X
N xlxl xI? N
^ h v N d I
x I <o ^ X
CAMA Major Permit Application
II ' Airlie Marina
So??Jh~?,5 4ro ? ?„?.? ?•Et^ ??k ? ??.? ? ('?? c/o Mr. John Elmore
Existing Depths & Applicant: Airlie Marina,
Proposed Dredging Location: AIWW, Wilmington, New Hanover County
Survey provided by Stroud Engineering, Wilmington, NC. Date: 81812005
Dock layout provided by Sound Marine, Wilmington, NC. LMG # 02.01-380
Sheet to of 10
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S1Ri4MCLASS S
iMPEIVIOUS AREA PER LOT 6100 S
1MPENVICUS
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TOW % IMPERVICUS LAS PERMITTED) 35P
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NOW OR FORLERIY
IIAYFAl eE 1. LLC
DEED 600 3100
PAGE 511
LEGEND
GENERAL NOTES
L B./ AC95 PLTYd7 RlVAI Ix I FRA C 41EN 4FrBE BY 1* 0,n ry LLSMtta Qmr6 AICI SYSRY
1 NAtY YHA %KU H1;YA] By NEW NAOVER CQNIY S[DIIHA iiEATWENT AAl
:.1Y 9EkI1S IL 651A.g 1...11 OOFn twnuTIT v-rtart.nao.
5 NTEIN SICwW.AIlR WAUQ.N NT,SEY.R WO WCER RHOS AQ.RT.
r, 7fRC5tf fLVP60 RIIN4f OfUGl101 P N. -FR auR n ocsu AO S .[AI--WTRml xaxn
i 011 IY -T. ST-FTa C-4 -1 RPYEO
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IXA13S IIX:SEB SI.WI WATER KIIAI9 CANON BE FlUA40 arl Al NOIPLYATS AN ICI AO KlIf.AV F.6 6YA0
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0. AL rnu W.- SECrQS AO M1 I Ta SYSRK S1 (D BY 011 WAIFR 9A -(
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