20050239 Ver 1_Complete File_20050124

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Permit Class Permit Number
MODIFICATION/MAJOR 128-98
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission D Permit LR?[Rli V?
a
for MAY 2 5 z0?5
X Major Development in an Area of EnvironmeutphC'yQ ? r UkL17v
pursuant to NCGS 113A-118 1?? DS MCISTO. wiTER i?
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Port Cape Fear Assoc., DBA (Wilmington Marine Center), 3410 River Road, Wilmington. NC 28412
Authorizing development in New Hanover County at Cape Fear River, at 3410 River Road,
Wilmington , as requested in the permittee's application dated 9/29/04, including
attached workplan drawings (14) Sheets 13 of 27 and 15-27 of 27, all dated 9/29/04
This permit, issued on Nfly 19, 2003 , 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.
IVlarina Facilitv
l) 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.
2) The marina shall display a sign showing the location of the on-site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
(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, 2008
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Corunission.
harles S. Jones, Director
? Division 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 Permittee
K
Port Cape Fear Association
ADDITIONAL CONDITIONS
Permit #128-98
Page 2 of 5
4) 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 facility without permit modification.
No non-water dependent uses of structures shall be conducted on, in or over public trust waters without
permit modification.
5) 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.
6) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
7) 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.
8) 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.
9) 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 shall be attached to the structures in order to make them more visible during hours of darkness
or inclement weather.
10) This permit authorizes a maximum of 137 boat slips.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
Maintenance Excavation
11) In order to protect juvenile shrimp and frnfrsh populations, no excavation or filling shall be permitted
between February I" and July 31" of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
12) 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.
13) No excavation shall take place at any time outside of the area indicated on the attached workplan
drawings.
Port Cape Fear Association
ADDITIONAL CONDITIONS
Cultural Resources
Permit #128-98
Page 4 of 5
23) The N.C. Department of Cultural Resources (NCDCR) has identified an archaeological resource site in
close proximity to the location of the authorized launch well (Site 0106CFR). If construction of the
launch well cannot avoid site 0106CFR, the permittee shall retain the services of a qualified nautical
historian or archaeologist to document the vessels construction. The details of any such report shall be
closely coordinated with appropriate NCDCR staff. Contact the NCDCR at [phone] for more
information on this condition.
General
24) 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.
25) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T I 5A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or new excavation
within the PNA shall be permitted. New dredging in any manner, including "kicking" with boat
propellers, shall not be authorized. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure.
26) Any mitigative measures or environmental commitments specifically made by the applicant in the
Environmental Assessment for this project shall be implemented, regardless of whether or not such
commitments are addressed by individual conditions of this permit.
27) No vegetated wetlands/marsh grass shall be excavated or filled.
28) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands shall not be authorized.
29) The federally endangered West Indian manatee (Trichechus manatus), has been reported in North
Carolina waters. In order to protect the manatee, all work should be done between November 1 and
May 31. If work must be done outside of this time frame, the permittee shall adhere to enclosed
guidelines, entitled "Precautions for General Construction in Areas Which May Be Used by the West
Indian Manatee in North Carolina".
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
Port Cape Fear Association
ADDITIONAL CONDITIONS
Permit #128-98
Page 3 of 5
14) All excavated materials shall be confined above the normal high water level and landward of regularly
or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands, marsh or surrounding waters.
15) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal low water level to prevent gully erosion and unnecessary siltation.
16) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a maximum distance from spillways to allow settlement of suspended sediments.
17) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.
18) The diked disposal area shall be constructed a sufficient distance from the mean high water level or any
marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
19) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities. Contact a representative of the
Division at [phone] to schedule this meeting.
Easement
20) Prior to construction of any new boat slips or other docking facilities within the Cape Fear River, the
permittee shall apply for and receive an Easement from the Department of Administration's State
Property Office, as required under N.C.G.S. 146-12(e).
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
21) 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.).
Stormwater Management
22) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW8930917,
which was issued on 5/17/05. Any violation of the permit approved by the DWQ shall be considered a
violation of this CAMA permit.
Port Cape Fear Association
ADDITIONAL CONDITIONS
Permit #128-98
Page 5 of 5
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.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
:VOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 0500239), which was issued on 3/3/05.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200500356.
Action ID No. 200500356
Regulatory Division
Mr. Doug Huggett
Division of Coastal Management
May 6, 2005
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
o5-0Z3?
MAY 1 7 2005
DENR - WATER QUALITY
V,'ETL MS AND ST04VATER BRANCH
Reference the application of Port Cape Fear Association for a Department of the Army
permit to construct a full service dry stack facility with a harbormasters office and parking lot,
fixed piers, finger piers, floating docks, boatlifts, wet slips, excavated launch well with new
dredging, concrete bulkhead, and a storm water detention pond located at the existing Port Cape
Fear Marina/Wilmington Marine Center facility, adjacent to the Cape Fear River, 3410 River
Road, in Wilmington, North Carolina.
DEPARTMENT OF THE ARMY
WI,DIINGTON DISTRICT, CORPS OF ENGINEERS-
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF:
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the. navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. The bulkhead will not be positioned farther waterward than 2 feet from the normal water
level elevation contour at any point along its alignment.
5. 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.
6. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
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. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
2
10. 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.
11. All excavated materials will be confined landward of the mean high water level
elevation contour and any vegetated wetlands.
12. 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.
13. The terminal end of the pipeline from the dredge into the diked retention area will be
positioned at or greater than 50 feet from any part of the dike and a maximum distance from
spillways to prevent dike erosion and to allow adequate settlement of suspended solids.
14. 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.
15. 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.
16. Excavation will not exceed 8 feet below the elevation of mean low water.
17. 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.
18. Approval of the structure was based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
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.
19. 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.
20. 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.
3
21. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
22. 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.
23. 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.
24. 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 Wilmingtorr District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
25. The West Indian manatee (Trichechus rntanatus), which is listed as a federally
endangered species, has been reported in the waters in Carteret 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.
Questions or comments may be addressed to Mr. Henry Wicker, Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely, r l
Henry Wic er
Regulatory Project Manager
Wilmington Regulatory Field Office
Enclosure
4
Copies Furnished (without enclosure):
s/Cyndi Karoly
ivision of 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
Mr. Wesley Crum, Chief
Coastal Section
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal
Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
5
/4-TI
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Henry Wicker
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
oS C) a,5
April 22, 2005 R R @`? 1 0 W r E-I
Q
MAY 2 2005
CENR-y„,?rER CU LIie
a.u4
Subject: Action ID. 200500356, Port Cape Fear Association (Wilmington Marine Center), New
Hanover County, North Carolina
Dear Mr. Wicker:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject
Public Notice, dated March 15, 2005. The applicant, Port Cape Fear Association, has applied for a
Department of the Army (DA) permit to construct a dry stack marina facility with a launch well and
290 linear feet (lf) of floating queuing docks. The project would also construct 820 linear feet of
fixed pier walkways to access 48 boat lifts and 10 wet slips. The proposed work is being considered
under Regional General Permit #198000291, a permit/processing agreement for work that has been
approved pursuant to the North Carolina Coastal Area Management Act (CAMA). The Field
Investigation Report (FIR), dated January 10, 2005, of the North Carolina Division of Coastal
Management (NCDCM), outlines the proposed activities and anticipated environmental impacts.
These comments are submitted in accordance with the Fish and Wildlife Coordination Act (48 Stat.
401, as amended; 16 U.S.C. 661-667d), and section 7 of the Endangered Species Act (ESA) of 1973,
as amended (16 U.S.C. 1531-1543). They will be used in the Corps' determination of compliance
with the Clean Water Act 404(b)(1) guidelines (40 CFR 230) and their public interest review (33
CFR 320.4) as they relate to protection of fish and wildlife resources. Additional comments are
provided regarding the District Engineer's determination of project impacts pursuant to section 7 of
the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
The Service reviewed the Environmental Assessment (EA), dated May 2004, prepared by the Land
Management Group for the proposed work and provided comments to the North Carolina
Intergovernmental Review Clearinghouse by letter dated June 25, 2004. This office provided you a
copy of our comments.
Project Area, Proposed Work, and-Anticipated Impacts
The applicant owns a tract of approximately 16.7 acres adjacent to the Cape Fear River and south of
Wilmington. The existing Wilmington Marine Center (NAWC) consists of an excavated 5.36-acre
marina basin. constructed in 1992. that can accommodate 79 boats. The shoreline around this area is
stabilized with stone riprap. This facility is permitted for eight feet of draft at mean low water
1)
(MLW). High ground on the site is approximately 11.35 acres and the entire site is zoned for heavy
manufacturing.
Wetlands are limited at the project site. Approximately 0.14 of an acre of coastal wetlands exist
along the western edge of the property adjacent to the Cape Fear River. The site contains no "404,"
or freshwater, wetlands (EA, p. 14).
The Cape Fear River in the project area is designated as a primary nursery area (PNA). However,
representatives of the North Carolina Division of Coastal Management (NCDCM) and the North
Carolina Division of Marine Fisheries (NCDMF) have determined that the area proposed for
excavation is not functioning as a nursery area (EA, pp. 9-10).
Habitat for non-aquatic species appears limited at the project site. The site has been altered
significantly by previous development and spoil deposition (EA, p. 10). Most of the site is currently
devoid of vegetation. These activities have largely eliminated terrestrial wildlife habitat.
The expansion plan includes both upland development and in-water work. Work on the uplands
includes additional paved parking spaces, a boatlift, travel ways for boat launch and retrieval, a boat
tumaround/hose down area, and a 5-level, dry stack storage facility to accommodate 210 boats. A
fueling facility would be installed near the boat lift. A stormwater detention pond of 0.21 of an acre
would be excavated.
The proposed work would increase the amount of imperious surface adjacent to the Cape Fear River
(EA, p. 16). The site currently has 2.4 acres of impervious surface (EA, p. 2), or 21% (2.4/11.35) of
the upland area. The new development would create 1.75 acres of impervious surface. The extent to
which the new impervious surface would overlap any existing impervious surface is not specified.
However, the current CAMA permit application states (DCM-MP-3, Item g) that 39.1 % of the tract
within 75 feet of mean high water would be covered by impervious and/or built upon surface. This
amount exceeds the standard 30% impervious coverage given in 15 NCAC 7H .0209 unless runoff is
limited by the project design.
Along the shoreline a launch well would be constructed by removing 362 cubic yards (cy) of uplands
and 3,519 cy of shallow bottoms. The shallow bottoms represent intertidal and subtidal estuarine
areas. The EA notes (p. 9) that the area to be excavated has been significantly disturbed by previous
maintenance of the entrance channel to the marina. The area of shallow bottoms to be dredged is
approximately 17,500 square feet (ft2), or 0.4 of an acre. The launch well would be excavated to a
depth of eight feet at mean low water (MLW). The shoreline around the well would be stabilized
with 317 linear feet (If) of concrete bulkhead. Two queuing floating docks would be installed along
the side of the launch well. The CAMA permit application states that the area to be dredged does not
include coastal wetlands (marsh), submerged aquatic vegetation (SAV), or other wetlands. As noted,
the NCDMF determined in February 2004 that the excavation area was not functioning as a PNA
(EA, p. 10).
A new docking facility would be constructed within the Cape Fear River. The fixed access piers and
finger piers would accommodate 48 individual boat lifts. An additional 10 wet slips would be
created. The proposed work would have no direct impact on wetlands. However, a proposed 8-foot-
wide walkway would cross two small sections (approximately 150 ft2) of coastal wetlands. This
structure would be elevated four feet over coastal wetlands. The docking facility would extend a
maximum of 330 feet into the river. Two floating docks would be built adjacent to the boat lift.
Several walkways would be built over the river to provide access to the marina. Water depths around
the proposed marina range from -3.44 to -9.95 feet at mean sea level (MSL) (EA, p. 5).
Federally Protected Species
The Service has reviewed available information on federally-threatened or endangered species
known to occur in New Hanover County. We have also reviewed information from the North
Carolina Natural Heritage Program (NCNHP) database which contains excellent data on the special
status species, both federal and state. This database can be accessed by topographic quadrangle
(quad) of the U. S. Geological Survey (USGS). Data from USGS quads provide the most project-
specific information on species which should be considered in permitting this project. The project
area is in the Wilmington quad. The occurrence data of special status species within this quad can be
obtained on the internet under the Database Search section of <
http://www.ncnhp.or(j/Paees/herita?(iedata.htm] >.
The EA notes (p. 17) that no rare plants or animals currently exist within the tract and that the
proposed project will not impact any protected species. However, as we noted in our June 2004
comments, the West Indian manatee (Trichechus manatus), a federally-endangered mammal, could
occur in the project area. The species has been reported from New Hanover County and there is an
occurrence record in the Cape Fear River, north of the project site. The Cape Fear River may
provide suitable habitat for manatees that move along the Atlantic Coast during summer months and
are seasonal transients in North Carolina, primarily from June through October. Manatees may
occupy waters one to two meters (3.3 -6.6 feet) deep. The species moves extensively when in North
Carolina waters and past occurrence records cannot be used to precisely determine the likelihood that
it will be presence at a particular construction site.
The letter, dated May 18, 2004, from the project consultant to the NCDCM states that the applicant
plans to pile drive the pilings into the bottom surface. Project diagrams indicate that the waterward
portion of the river docking facility would be in water greater than three feet deep. Pile driving
during construction poses a risk to manatees. To protect manatees in North Carolina, the Service
developed guidelines entitled "Precautions for General Construction in Areas Which May Be Used
by the West Indian Manatee in North Carolina." These guidelines address all types of in-water
construction, except blasting, and should produce little, if any, additional expense. The guidelines
are intended mainly to ensure that construction personnel are informed that manatees may occur in
the work area, that work should cease if a manatee approaches the work area, work should not
resume until the manatee leaves the work area, and procedures for reporting the death or injury of a
manatee. These guidelines are available on our web site at < http://nc-
es.fivs.eov/mammal/manatee uuidelines.pdf>. The risk to manatees could be reduced to an
acceptable level by the implementation of the Service's guidelines. The risk would be further
reduced by performing the work during the period of November through May.
With the inclusion of our manatee guidelines, the Service would concur with a determination by the
District Engineer that the action is not likely to adversely affect species designated as threatened,
endangered, or their designated critical habitat. However, the requirement of section 7 would need to
be reconsidered if (1) new information reveals impacts of this identified action that may affect listed
species or critical habitat in a manner not previously considered; (2) this action is subsequently
modified in a manner that was not considered in this review; or, (3) a new species is listed or critical
habitat determined that may be affected by the identified action.
4
Service Concerns and Recommendations
Service comments of June 2004 noted that the EA did not contain a statement of need for the
expanded facility. The document notes (p. 4) that Wilmington is a port town which has few available
boat slips or storage facilities for the public. However, a low supply of a particular service does not
necessarily mean there is an unmet demand for that service. Supply and demand may be in balance
within the project site. The EA later noted (p. 5) that there is a "perceived market" for additional
boat docking and storage facilities, but no quantitative assessment of this market is provided. We
stated that need could be reflected in the capacity utilization of the existing marina. If all the existing
spaces are being utilized, there could be a reasonable assumption that additional spaces are needed.
However, this information is not provided in the current PN. The Service does not oppose low
environmental impact projects which meet a demonstrated need. Since public trust resources would
be affected by the proposed work, we continue to believe that the Corps public interest review should
ensure that the proposed work will meet a societal demand that is not now being met by existing
facilities.
If there is an established need for additional boat storage and docking facilities, we agree that the
property location and physical features are well suited for additional water access (EA, p. 4). The
Service also recognizes the developed nature of the site and the low value of upland habitat on the
site. We are also pleased by the mitigation measures summarized in the EA (pp. 18-19) and support
the 15 permit conditions recommended by the NCDCM.
The Service expressed concerns about structures built over coastal marsh. We recommended that the
applicant consider constructing such structures at an elevation above the marsh which would allow
sunlight to penetrate through to the coastal vegetation. As noted, the FIR report states that fixed pier
would be elevated four feet over coastal wetlands. While greater elevation would be preferable; this
elevation is consistent with Regional General Permit 197800056 and is acceptable to the Service.
The Service also expressed concern that the amount of impervious surface adjacent to the Cape Fear
River would result in increased stormwater runoff. We recommended that the applicant consider
innovative materials to reduce the impervious surface created by the project. For example, pervious
landscape blocks could be used in areas where concrete and asphalt are currently proposed. Such
blocks, also referred to as infiltration blocks or modular paving blocks, create a firm surface but
minimize the amount of impervious area, allow vegetation to grow, and allow precipitation to
infiltrate into the subsurface soil. The open portion of the blocks reduces runoff volumes. Surface
vegetation growing in the open portions will trap some sediment and nutrient from surface runoff.
The current PN does not include the recommended design feature. The CAMA permit (DCM-MP-3,
Item f) indicates that asphalt and concrete would be used for paved surfaces. However, the May
2004 EA states (p. 16) that stormwater runoff from the boat storage building, boat turnaround area,
boat launch travel ways, and parking areas would be treated within the existin- and desi-nated
retention ponds. The CAMA permit application notes (DCM-MP-1, Item n) that discharge to waters
of the state would "run off through treated swales." While project plans do not provide a clear
indication of how stormwater would be transported from the new development in the northwestern
part of the tract to the swales mentioned or the new retention pond in the northeastern part, the use of
the created pond to limit runoff into the Cape Fear River would be acceptable to the Service. The
diversion of stormwater to the retention pond may be necessary as a mitigation measure for the
relatively high (39.1%) coverage by built upon surface and paved surfaces within 75 feet of the
MHW line.
Finally, the applicant should employ precautionary measures to ensure that manatees would not be
harmed by pile driving. The Service guidelines should be incorporated into project plans. Additional
protection would be achieved by scheduling this work during the November through May period
when manatees are not likely to be in the Cape Fear River.
Overall, the Service finds the proposed elevation of structures over coastal marsh to be acceptable.
The Service does not oppose issuance of a DA permit if the Corps public interest review should find
that: (1) the impacts to public trust resources are justified by a public need for the services to be
provided; and, (2) the project design has adequate measures to prevent harmful stormwater runoff
into the Cape Fear River.
The Service appreciates the opportunity to comment on this permit application. If you have
questions regarding these comments or wish to discuss the development of the coordinated federal
position, please contact Howard Hall at 919-8564520, ext. 27 or by e-mail at <
Howard hall(a-)fivs.tov >. Please provide this office with a copy of the coordinated federal position,
if one is developed.
Sincerely,
John Hammond
Acting Ecological Services Supervisor
cc:
Ron Mikulak, US EPA, Atlanta, GA
Ron Sechler, NMFS, Beaufort, NC
Jim Gregson, NC Division of Coastal Management, Wilmington, NC
David Cox, NCWRC, Creedmoor, NC
Fritz Rohde, NC DMF, Wilmington, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
Kim Williams, Land Management Group, Wilmington, NC
MEMORANDUM
. ti
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Port Cape Fear Association Wilmington Marine
Project Number 05 0239
Recvd From DCM
Received Date 1/24/05 Recvd By Region
t i
I= Reck
0.'3 ;
County New Hanover
County2
Region Wilmington
Project Type commercial
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA F- O Y -@N F- 18-(71) SC F__ 30,617. 1.19 F_
7-F-O Y _0N F__F_F__F__F__F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y
Have Project Changes/Conditions Been Discussed With Applicant? Q Y
#?Rwjfl V7q
MAR ?D
1!? ,?FNR, eOO5
O N '
ON
Is Mitigation required? Q Y O N Recommendation: Q IssueO Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the project as proposed provided that all of the conditions of the
General Water Quality Certification #3400 and the additional conditions written in the 401 Water
Quality Certification are met.
The 401 Water Quality Certification was written on 03/03/05. JHS
cc: Regional Office
Central Office Page Number 1
OF wArF, Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r? North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 3, 2005
Port Cape Fear Association dba
Wilmington Marine Center
Mr. Skip Fry
3410 River Road
Wilmington, NC 28412
SUBJECT: Approval of 401 Water Quality Certification
and Additional Conditions
Wilmington Marine Center
DWQ Project # 0500239
New Hanover County
Dear Mr. Fry:
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located off River Road in Wilmington, New Hanover County. This approval allows
you to:
1. Maintenance dredge 3,519 cubic yards of shallow bottom for launch well;
2. Excavate 362 cubic yards of upland for the launch well;
3. Construct 2 queuing floating docks for the launch well;
4. Construct a 58 additional slips in the Cape Fear River.
This approval is only valid for the purpose and design that you described in your CAMA Major
application received by the Division of Water Quality (DWQ) on January 11, 2005. After reviewing your
application, we have determined that General Water Quality Certification Number 3400 covers this
activity. This Certification allows you to use your CAMA Permit when the NC Division of Coastal
Management issues it. Please keep in mind that there may be additional Federal, State or Local
regulations applicable to your project, such as (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations, NPDES and Coastal Stormwater. In addition, this
approval will expire when the accompanying CAi1IA Permit expires unless otherwise specified in
the General Certification.
This approval is only valid for the purpose and design that you described in your revised CAMA Major
Permit application received by the Division of Coastal Management. If you change or modify your project,
you must notify the Division (DWQ) in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the
attached certification and the additional conditions listed on the following page:
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.encstate.nc.us One
NorthCarollina
An Equal Opportunity,'Affirmative Acton Employer- 5006 Recycled/100/b Post Consumer Paper Alltaullf
LT _V* WA
AGla
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
January 11, 2005
MEMORANDUM:
TO: Cyndi Karoly no ?? -- - ;?
Supervisor `
401 Oversight and Express Permits Unit t'
Division of Water Quality-Surface Water Protection ?p ?? 1 %'Cr1?5
„ DENR - r -:LITy
FROM: Doug'Huggett ?, I On, S7GF,,',;,o rt?cRnrcH
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Port Cape Fear Association, dba/Wilmington Marine Center
Project Location: 3410 River Road, adjacent to the Cape Fear River, Wilmington, North Carolina
Proposed Project: The applicant proposes to construct a full service, dry stack marina facility with a
harbormaster's office and parking lot, fixed piers, finger piers, floating docks, boatlifts, wet
slips, excavated launch well with new dredging, concrete bulkhead, and a stormwater
detention pond.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by February 2, 2005. 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 \ Affirmative Action Employer - 50°a Recyded \ 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT - Proposed Permit Modification
1. APPLICANT'S NAME: Port Cape Fear Association / dba Wilmington Marine Center
LOCATION OF PROJECT SITE: 3410 River Road, adjacent to the Cape Fear River, in Wilmington, North
Carolina.
Photo Index - 1995:14-148; B-C, 18-20 1989:4-179-29; F-G, 11-12 1984:15-191; Q-R, 20-21
State Plane Coordinates - X: 2317370 Y: 154826 Rover File No.- 0-121419A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/14/04
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 12/20/04
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover Co.
Land Classification From LUP - Upland/Urban Transition; Cape Fear River/Conservation
(B) AEC(s) Involved: ES,PT,EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - none
(F) Type of Structures: Existing - Full service marina and repair facility, offices,
parking and diked spoil area.
Planned -Full service drystack facility with
harbormasters office and parking lot, detention pond,
concrete washdown, excavated launch well with new
dredging, bulkhead, floating docks, fixed piers, finger piers,
boatlifts and wet slips.
(G) Estimated Annual Rate of Erosion: N/A
Source : N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED _OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands - 17,500 sq. ft. 34,454 sq.ft.
Open Water (Inco orated)
(C) Other - Highground disturbance 131,638 sq.ft.
(Graded)
(D) Total Area Disturbed: 149,132 sq ft.
(E) Primary Nursery Area: Yes
(11) Water Classification: SC Open: No Resource
8. PROJECT SUMMARY:
The applicant proposes to construct a full-service, dry-stack marina facility with a harbormasters office and parking lot,
fixed piers, finger piers, floating docks, boatlifts, wet slips, excavated launch well with new dredging, concrete
bulkhead, and a stormwater detention pond.
Port Cape Fear Marina, dba Wihnington Marine Center
Page 2
9. PROJECT DESCRIPTION:
The project site is the existing Port Cape Fear Marina/Wilmington Marine Center facility, located adjacent to the Cape
Fear River, at 3410 River Road, in Wilmington, NC, in New Hanover County. The existing facility consists of an
inland basin measuring approximately 700 feet long by 300 feet wide. The facility includes 79 wet slips, a travel hoist,
and a boat rail system, with associated temporary dockage between the boat hoist and rail. The shoreline around this
area is stabilized by stone rip rap. The basin is connected to the Cape Fear River by an access channel, measuring
approximately 2200 feet in length and 100 feet in width. The surrounding highground development currently includes a
service/repair building, office, parking, and a dedicated, diked spoils disposal area. The property varies in elevation
from +4 to +9 feet above mean sea level. The applicant maintains his existing CAMA Major Permit 1!128-98 for
continued maintenance excavation of the marina basin (700' x 250' x -8' MLW) and entrance channel (2220' x 100' X
-8'MLW) and recent modifications for shoreline stabilization and docking structures. The proposed project area is
located on the westernmost portion of the site, adjacent to the north side of the existing entrance channel to the marina
basin. This portion of the property is approximately 4.4 acres and remains vacant.. Upland vegetation on the project
site consists of shrub type plants, wild grasses and "404" vegetation such as Marsh Elder (Iva frutescens) and Grounsel-
bush (Baccharus haliniifolia). The tract exhibits borders of coastal wetlands along the river vegetated primarily with
Giant Cordgrass (Spartina cynocoroides) and Smooth Cordgrass (Spartina altendflora). '
The Cape Fear River is approximately 7000 feet wide at the project site. It's waters are classified as "SC", by the NC
Division of Water Quality. There are no shellfish resources in the project area. At the project site, the Cape Fear River
is a designated Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. The highground portion of the
project is classified as "Developed" by the Wilmington-New Hanover Land Use Plan. The CAMA Areas of
Environmental Concern and any area located in the 100-year flood plain are classified as "Conservation".
PROPOSED PROJECT:
The applicants are requesting a Major Modification to their existing State Permit 9128-98 to construct a full-service, dry-
stack marina facility with a harbormasters office and parking lot, fixed piers, finger piers, floating docks, boatlifts, wet
slips, launch well, bulkhead, new dredging and a stormwater detention pond. To comply with the requirements of the North
Carolina Environmental Policy Act (NCEPA), an environmental documentwas prepared forthe project and reviewed through
the State Clearinghouse. A Finding of No Significant Impact (FONSI) was issued on July 23, 2004, following the review
process. This application reflects the preferred alternative of the Environmental Assessment (EA).
The proposed new dry stack facility would measure 110' x 210' and would have 5 storage levels. The overall height of
the building would be 47.5 feet. The building would provide a storage capacity for 210 boats. A harbormasters office
would also be constructed adjacent to the dry stack building. This building would measure 30' x 65' and would contain
restrooms and space for retail sales. The new facility would have a new 63 space paved parking lot, including 2
handicapped parking spaces. 40 additional paved parking spaces would be located on the northern end of the proposed dry-
stack building. An above ground fuel tank would be installed on the north western end of this parking lot, outside the
Coastal Shoreline 30 foot buffer area. The applicant proposes to remove approximately 3,520 cubic yards of highground
material to a depth of +9 feet above Mean Low Water (MLW) to achieve the proper grade for the dry-stack building and
parking lot. There are also 23 paved parking spaces proposed on the eastern side of the property located at the marina
entrance road near River Road. The applicant is proposing to construct a stormwater detention pond of approximately 0.21
acres between the existing boat rail and the proposed 23 paved parking spaces to handle runoff from all new impervious
surfaces aforementioned. The applicant has submitted an application for a stormwater permit through the N.C. Division
of Water Quality (SW-8930917).
Port Cape Fear Marina, dba Wihnington Marine Center
Page 3
There would be a concrete slab on the southern end of the dry-stack building, which would serve as a boat washing hose-
down area. This concrete would be approximately 76 feet in width by 128 feet in length and would connect to the inside
concrete floor slab of the dry-stack building. The concrete slab would primarily serve as a stable surface for the forklifts
to drive on when launching boats from the dry-stack building into the proposed launch well located on the southern side
of the dry-stack building.
The applicant proposes to remove approximately 362 cubic yards of highground material and approximately 3,519 cubic
yards of shallow bottom material to construct the launch well into the existing entrance channel. The proposed launch well
would measure approximately 170 in length by approximately 50 feet in width. The launch well would be excavated to
a depth of -8 feet @ MLW. The construction equipment would involve hydraulic dredge and longreach-backhoe and dump
truck. The spoils disposal area (120' x 250') is located on site, at the most southern end of the property. The site is
sufficient size to accommodate the amount of material proposed to be removed. The applicant proposes to stabilize the
shoreline around the launch well with a 317 linear feet concrete bulkhead. The proposed bulkhead would have 102 linear
feet along the shoreline of the north end of the entrance channel, 45 linear feet inside the launch well area and 170 linear
feet along the north side of the launch well. Two queuing floating docks would be installed within the sides of the launch
well, which would run perpendicular to the shoreline and the river; one on the southern side of the launch well at 8' x 120'
and one on the northern side at 8' x 170'. The applicant proposes to use this floating dock primarily for fueling and for
access to a proposed pumpout station.
The applicant also proposes to construct an additional 58 slip docking facility into the Cape Fear River. This docking
facility would consist of a main fixed pier that would extend waterward of the proposed dry-stack facility 8' in width by
152' in length. The structure would then "Y" off into separate access piers. There would be one fixed pier oriented to
the north with the dimensions of 8' in width by 287' in length. This pier would have would have 11 fixed finger piers on
the western side and 9 fixed finger piers on the eastern side of the pier. The dimensions of the finger piers would be 4'
in width by 34.5' in length, which would have a distance of 22' between them. There would also be an access pier oriented
to the south with the dimensions of 8' in width by 134' in length. This pier would have five fixed finger piers 4' in width
by 34.5' in length on the western side of the pier, which would 22' apart as well. These fixed access piers and finger piers
would accommodate a total of 48 individual boat lifts approximately 11'x11' each. The applicant also proposes two fixed
fingers on the north side and one fixed finger on the south side of the main fixed pier. These finger piers would have the
dimensions of 4' in width by 25' in length, which would create 10 additional wet slips. The applicant also proposes to
construct an access fixed pier extending from the previously mentioned floating docks. The dimensions of the access pier
would be 8' in width by 156' in length, which would run parallel to the shoreline. The pier would connect to the main pier
and continue another 100' in length. This section would serve larger vessels utilizing the wetslips on the north side of the
main pier. The proposed fixed piers would be elevated 4 feet over coastal wetlands. Construction of the 58 slip docking
facility would result in a total of 137 at the marina..
N.C. Department of Cultural Resources stated in a letter dated January 14, 2003 that the proposed project will not impact
any existing submerged archaeological sites present in project site. The applicants have submitted an application for
sedimentation and erosion control plan through the N.C. Division of Land Resources which is currently under review.
10. ANTICIPATED IMPACTS
The proposed excavation and grading of the site for the dry-stack building, parking areas, concrete slab, bulkhead,
launch well, and detention pond would result in the disturbance of approximately 3 acres of highground area. The
proposed excavation of the launch well into the existing entrance channel would result in the disturbance of
approximately 17,500 sq. ft. of shallow bottom. The project would create approximately 7,401 cubic yards of spoil
material to be place at an existing diked spoil site on the southern end of the property. Dimensions of the spoil site is
30,000 square feet. The proposed open water marina facility would create an additional 58 private boat slips that would
incorporate approximately 34,454 sq.ft. Estuarine Waters and Public Trust Area. There would be increased turbidity
levels during project activity, however, if timed to avoid periods of peak biological activity, no long-term adverse impacts
are anticipated.
Submitted by: Robb Mairs Date: 1110105 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT b. City, town, community or landmark
Wilmington
a. Landowner:
Name Port Cape Fear Association, DBA
Wilmington Marine Center, c% Skip Fry
Address 3410 River Road
City Wilmington State NC
Zip 28412
Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Zande-Jon Guerre Taylor, P.E., Inc.
Address P.O. Box 1082
City Mt. Pleasant
State SC
Zip 29465 Day Phone [phone]
Fax [phone]
c. Project name (if any) Wilmington Marine
Center
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
Revised 03/95
c. Street address or secondary road number
3410 River Road
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Cape Fear River
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.
Construct new drystack facility including launch well
and 290 LF of floating queuing docks. Also build 820
LF of fixed pier walkways to access 48 boat lifts and
10 wet slips.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
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. A commercial dry stack
facility and boat lift facilities for storage of private
recreational boats. The boat lift area will be gated
with clients possessing a key card. The dry stack
operation will have full time employees to handle
boat retrieval from the building, as well as boat
queuing, fueling, and washdown.
LIT%
DEC Q 9 2004
CR D
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Approx. 23.0 acres
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or
NWL 4-- 9' above MHW
d. Soil type(s) and texture(s) of tract
Sand and clay, fill dirt
e. Vegetation on tract Lawn, small shrub, trees
f. Man-made features now on tract Marina,
buildings
g. What is the CAMA Land Use Plan land
classification of this site? (Consult the local land use
plan).
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
CS, Commercial Services
i. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, ifapplicable)
J.
k.
Has a professional archaeological assessment been
done for the tract? x Yes No
If yes, by whom? Office of State Archaelo_gV,
Underwater Archaeology Branch (NC)
(recommend that location of sunken
barge be documented)
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? x Yes No
Coastal (marsh) x Other
If yes, has a delineation been conducted? See
attached wetland delineation map
(Attach documentation, if available)
Revised 03/95
m. Describe existing wastewater treatment facilities.
City of Wilmington
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.) Run off through
treated swa/es
o. Describe existing drinking water supply source.
CitV of Wilmington Potable Water
F. 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.
0 An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in
black ink on an 8 %2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
R ECERVE
DEC 0 9 2004
D
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
0 A Stormwater Certification, if one is necessary
© A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be
advised that they have 30 days in which to submit
comments on the proposed project to the Division of
Coastal Management. Upon signing this form, the
application further certifies that such notice has
been provided.
Name Steve LaPa_ge
Address National Gypsum, 838 Sunnyvale Rd
Phone Wilmington, NC 28412
Name
Address
Phone
Name
Address
Phone
Michael I. Arnolt
3833 N. Meridian St., Suite 307
Indianapolis, IN 46208
0 A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
NC; 128-98 Sept. 30, 1998
NC; 160-88 Jan. 30, 1991
Issued to Port Cape Fear Associates
(dba Wilmington Marine Center)
© A check for $250 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
v A signed AEC hazard notice for projects in
oceanfront and inlet areas.
v 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.
Issued 03/95
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 the evaluating information related to
his permit application and follow-up monitoring of the
project.
This is the 29th day of Sept. , 2004 ..
I further certify that the information provided in this
application is truthful to the best of my knowledge.
Print N Crai Pa=orAuthorized Signature
L ndowner Agent
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.
ECEIVE
D
DEC 0 9 2004
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-2
EXCAVATIOllT
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 of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MSL) or (NWL)
Canal
Boat Basin
Boat Ramp
Rock groin
Rock
breakwater
Other
(Excluding
shoreline stabilization)
Revised 03/95
170 50 +3.0' -8.0'
MLW MLW
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 3,519 c.V.
b. Type of material to be excavated soil, sand, clay
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 3,882 c.V.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On site
b. Dimensions of disposal area 120' x 250'
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
maintenance? x Yes No
If yes, where? On site
ECEHVE
D
DEC 0 9 2004
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-2
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
317 Linear Feet
c. Average distance waterward of MHW or NWL
Adjacent
d. Maximum distance waterward of MHW or NWL
150'
e. Shoreline erosion during preceding 12 months
None
(Sourceofinjonnarion) Wilminqton Marine Center
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill 248 c. y.
h. Type of fill material Clean, _granular
If yes,
(1) Amount of material to be placed in the water
None
(2) Dimensions of fill area approx. 30'x 330'
(fill depth varies from 1' to 10'
(3) Purpose of fill to brin_g elevation of
existing -ground up to adequate elevation
for launch well and dry stack.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Dredge material will
be placed in existing on-site spoil basin
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Dredge: hydraulic dredge
Upland/shoreline: longreach-backhoe or
bucket
i. Source of fill material Upland borrow pit
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
R ECENE
DEC .-O ? 2G04
Revised 5 DIViS10N DE
COASTAL MANAGEMENT
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.
Wilmington Marine Center
Applicant or Project Name
Signature
Date ?1z???
Form DCM-MP-3
'U'PLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1 drystack building, 48
individual boat lifts, and 10 individual wet
slips.
Revised 03/95
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for
review?
X Yes No
If yes, date submitted (get date of submittal
from Phil Tripp)
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. 3.022 ac.
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
i. Describe proposed method of sewage disposal.
Tie into existin_g Marina system (City of
Wilmington sewer)
j. Have the facilities described in Item i. above
received state or local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff from drystack buildin_g,
concrete hose-down area, and paved
parking area
f. List the materials (such as marl, paver stone, 1. Describe proposed drinking water supply source
asphalt, or concrete) to be used for paved surfaces. (e.g. well, community, public system, etc.)
Asphalt, concrete City of Wilmington public water
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or w' ?
Outstanding Resourc t 2jA o r Y2 be
impervious and/or b -upon surfaces, such
pavement, buildings, flop ,--or ; ed fo
vehicular driveways king.. ' 39.
DIVISION OF
COASTAL MANAGEMENT
in. Will water be impounded? X Yes No
If yes, how many acres? Approx. .21 acres
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Wilmington Marine Center
Applicant or Project Name
Signatur 5
Date '?G1I
Form DCM-MP4
STRU CTURES
(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 7 see plans)
(3) Length - 1,5a' 5 3 '
(4) Width if,
(5) Finger Piers X Yes No
(1) Number 28
(ii) Length 25 6D 34 % ; 3 (aD- 25
(iii) Width all at 4' wide
(6) Platform(s) Yes X No
(1) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines 10'
(9) Width of water body 3,500'
(10) Water depth at waterward end of pier at MLW
or NWL approx. -6' MLW
b. Boathouse (including covered lifts)
(1) N/A Commercial Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number N/A
(2) Length(s) N/A
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
(2) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Revised 03/95
Mooring buoys
(1) N/A Commercial _ Community Private
(2) Number N/A
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) X Commercial _ Community _ Private
(2) Number 48
(3) Length 34 112"
(4) Width 11
g. Other (Give complete description)
N/A
Wilmington Marine Center
Applicant or Project Name
Signature -ty
Date 1Z?i1vQ.
0 B(c16 B
DEC .0 9 2004
COAS DIVISION OF
T
Form DCM-MP-6
M ARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
g. Typical boat length 17 - 30'
h. Maximum boat length 31'
1. Are any floating structures planned? Yes
If so, describe 2 floatin_q queuin_q docks,
(see plans)
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
N/A
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
X Office toilets
Toilets for patrons
Number 1
Location Dry stack and office
Showers
Boat holding tank pumpout
Type and location
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 10
x Dry storage
Number of boats 210
Boat ramp(s)
x Other (describe) 48 individual boat lifts
e. Check below the proposed type of siting.
Land cut and access channel
X Open water with dredging for basin and/or
channel
x Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats,
mixed types). Private recreational open
runabouts
b. Describe treatment type and disposal location for
all sanitary wastewater Tie into existin_q
Marina system, City of Wilmington Sewer
System
c. Describe the disposal of solid waste, fish offal and
o, 7M , 15tiZ)Ma12siDna Marina trash
IL? DEC 7, E 2004 ??
d. will overboard disch ? f sewage from
boats bci Fz4WW S na a directin
(-P ? to 4 A9k 7ifi s in marina
basin
e. Give the location and number of "No Sewage
Discharge" signs proposed. 2 located at
entrance channel to basin and at dry
stack facility
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
g. Where will residue from vessel maintenance be
disposed oV N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 3
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect
area water quality. (See sheets 13 & 16 of
permit drawings) Existin_g on-site safety
measures will be implemented
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water
quality impacts. Proposed boat slips are
not in boat basin. Boats will be launched
from launch well.
k. What will be the marina policy on overnight and
live-board dockage? There are a few, selective
liveaboards that help provide night time
securt
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
in. If this project is an expansion of an existing marina,
what types of services are currently provided?
Wet slips, Vacht repair
n. How many slips are now available? 80
currently, but plan to increase to 92 slips
bV the end of 2004.
Revised 03/95
o. Is the marina proposed within a primary or
secondary nursery area? X Yes 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. Proposed pumpout
located on floating dock (see sheets 13 &
16 of permit drawings)
Wilmington Marine Center
Applicant or Project Name
Signatup
Date q1 Zq1
TM Tm V TM
Grp ? ? zcot ?
JJ
COASTAL MANAJ'
GEMEN'i
W
D
DEC 4 9 2004
COASTAL ISION OF
MANAGEMENT
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OWNS/APPLICANT, LATITUDE: 34° 10' 11" N PROPOSED CONSTRUCT COVERED
DRYSTACK FACILITY AND BOAT LIFT
PORT DOA, CAP FEAR WILMINGTON MARINE ASSOCIATES, , CENTER LONGITUDE: 77o 57 04 W SLIPS, AM FLOATING DOCKS FOR
RECREATIONAL WATERCRAFT.
C/O MR. SKIP FRY LOCATION MAP
AGENT, N} WILMINGTON MARINE CENTER
AUUTI-IORIZED ME-JON GLERSZY TAYLOR, PE, INC. WILMINGTON USGS QUAD SHEET ot4 CAPE FEAR RIvER
C/o MR. CRAIG PAWLYK NEW HANOVM COLNTY, NC CoLNTY CF' ''P"' '101
ADJACENT P12OPB2TY OWNB2S
U NATIONAL GYPSLM CO.
2) MI. ARNOLT, INC.
WILMINGTON MARINE CENTS?
MARINA
STATE OF NO
DATE 9/29/04
REVISED DATE
S E7= 1 I OF 27
ZANX- JCN GLEY-WT TATLOR Fl-
FILE WMC-P-BASE
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oat
OINNER/AFPLI CAM: PROPOSED
FORT CAP FEAR ASSOCIATES, DRYSTACK FACILITY AND BOAT 1_17
DBA, WILMINGTON MARINE ceJrER VICINITY MAP SLIPS, AM FLOATING DOCKS FOR
RECREATIONAL WATERCRAFT.
C/O MR. SKIP FRY SOUTH OF WILMINGTON PROPER NE=
AUTI;ORIZED AC-ENT, N WILMINGTON MARINE= CENTER ONt CAPE FEAR RIVER
ZANDE-JON GLER2Y TAYLOR, PF. INC. C OF, NEW 4 HA ?AN
C/O MR. CRAIG PAWLYK STATE orFi OVER
ADJACENT PROP82TY OWPE25, WILMINGTON MARINE CENTER DATE,
DATE 09/29104
1) NATIONAL GYPSLM CO. MARINA REVISED DATE
2) Nil. ARNOLT, INC. SI ?fl 2 OF 27
ZArD&JCN GLERY TAYLOR PE
FILE WMC-P-BASE

CHANCEL TO PORT CAPE FEAR RIVE?
ALL MATERIAL DREDGED FOR
THE CON5TRUCTION OF THI5
PROJECT, OR OTHER PREVIOUSLY
PERMITTED MAINTENANCE DREDGING,
WILL BE PLACED IN THI5 EX15TING
ON-51TE DISPOSAL AREA
PROPERTY
LINE
OF W??OpG ,`
G\ ZON?CIG
EXISTING
DREDGE
DISPOSAL
AREA
(APPROX.
1.0 ACRES)
0
FUTURE DEVELOPMENT
PROPERTY LINE
EXI5TING BASIN
5TING BULKHEAD
'o Nv
EDGE OF ROAD
CTYPICAL)
RIGHT OF WAY J
CTYPICAL)
0 200 NORTH
GRAPHIC SCALE 1" = 200'
OWNER/APPLICANT,
PORT CAP FEAR ASSOCIATES,
Q
O
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r
ac
m
PROPERTY LINE
0 ?? v
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=-?f O
- EXISTING
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APPROX. LOC. RAIL
OF EXI5TING BASIN
BUILDING
SERVICE ROAD
Cs z Q
PROPERTY CURRENTLY OWNED BYs
ARTHUR HOWARD CPOWER 5ERV)CES)
P.O. BOX 7005
WLMGTOK NO 294OG
RIGHT OF WAY J
FjCjFjHV
D v
DEC a 9 2004
2
DIVISION OF J
COASTAL MANAGEMENT
PROPOSEDi CONSTRUCT COVERED
DRYSTACK FACILITY AM BOAT LIFT
DBA, WILMINGTON MARINE CE1?ITH2 EXISTING SITE MAP RECREATIONAL WATT
CIO M2. SKIP FRY
AUfI-IORIZED AGENT,
ZAADE-JON GLERRY TAYLOR, P.E. WC.,
C/O MZ. CRAIG PAWLYK
IN WILMINGTON MARNE CBZE2
ON CAPE FEAR RIVER
COIMY OF, ISE PANOVER
ADJAPROPERTY OWNER&OWNER& WILMINGTON MARINE CBITE2 OIATE CF- Nc
DATE 09129/04
U NATIONAL. GYPSUM CO. MARINA REVISED DATE
2) ML ARNOLT, INC. SI-E?Frt 3 CF 27
7AN1F _rW aF94Y TAYL02
FU_5 WMC-F-BASE
G'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
January 11, 2005
MEMORANDUM: p-,
TO: Linda Lewis F ?? 1 0 2005
/
or • 12005
Noelle Lutheran f UFtJR-?%,AJ-EKQUALITY I I? n
'ADS k"D STC„!'; XEJ Etu+ "CH W l?
Division of Water Quafi?t
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Port Cape Fear Association, dba/Wilmington Marine Center
Project Location: 3410 River Road, adjacent to the Cape Fear River, Wilmington, North Carolina
Proposed Project: The applicant proposes to construct a full service, dry stack marina facility with a
harbormaster's office and parking lot, fixed piers, finger piers, floating docks, boatlifts, wet
slips, excavated launch well with new dredging, concrete bulkhead, and a stonnwater
detention pond.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by February 2, 2005. 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 rive Ext., I mington, orth Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Ac:ion Employer - c01,b Recycled 1101% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT - Proposed Permit Modification
2.
3.
4.
5.
6.
7.
APPLICANT'S NAME: Port Cape Fear Association / dba Wilmington Marine Center
Carolina.
Photo Index - 1995:14-148; B-C, 18-20 1989:4-179-29; F-G, 11-12 1984:15-191; Q-R, 20-21
State Plane Coordinates - X: 2317370 Y: 154826 Rover File No.- 0-121419A
LOCATION OF PROJECT SITE: 3410 River Road, adjacent to the Cape Fear River, in Wilmington, North
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/14/04 p r-J (- V'?
Was Applicant Present -Yes
FEB 1 0 2005
PROCESSING PROCEDURE: Application Received - 12/20/04
Office - Wilmington oENR 1'e'?ci =F? Cu ! rrv
SITE DESCRIPTION: %' ETU,,,u3t:+DsTGE'::; „ittEiuI:?N
(A) Local Land Use Plan - Wilmington/New Hanover Co.
Land Classification From LUP - Upland/Urban Transition; Cape Fear River/Conservation
(B) AEC(s) Involved: ES,PT,EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - none
(F) Type of Structures: Existing - Full service marina and repair facility, offices,
parking and diked spoil area.
Planned -Full service drystack facility with
harbormasters office and parking lot, detention pond,
concrete washdown, excavated launch well with new
dredging, bulkhead, floating docks, fixed piers, finger piers,
boatlifts and wet slips.
(G) Estimated Annual Rate of Erosion: N/A
Source : N/A
HABITAT DESCRIPTION:
[AREA]
nppnnT Tn ITT T TM nTU?n
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands -
Open Water 17,500 sq. ft. 34,454 sq.ft.
(Incorporated)
(C) Other - Highground disturbance 131,638 sq.ft.
(Graded)
(D) Total Area Disturbed: 149,132 sq ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No Resource
8. PROJECT SUININIARY:
The applicant proposes to construct a full-service, dry-stack marina facility with a harbormasters office and parking lot,
fixed piers, finger piers, floating docks, boatlifts, wet slips, excavated launch well with new dredging, concrete
bulkhead, and a stormwater detention pond.
1, rf
Port Cape Fear Marina, dba Wihnington Marine Center
Page 2 FEB 1 0 2005

9. PROJECT DESCRIPTION:
The project site is the existing Port Cape Fear Marina/Wilmington Marine Center facility, located adjacent to the Cape
Fear River, at 3410 River Road, in Wilmington, NC, in New Hanover County. The existing facility consists of an
inland basin measuring approximately 700 feet long by 300 feet wide. The facility includes 79 wet slips, a travel hoist,
and a boat rail system, with associated temporary dockage between the boat hoist and rail. The shoreline around this
area is stabilized by stone rip rap. The basin is connected to the Cape Fear River by an access channel, measuring
approximately 2200 feet in length and 100 feet in width. The surrounding highground development currently includes a
service/repair building, office, parking, and a dedicated, diked spoils disposal area. The property varies in elevation
from +4 to +9 feet above mean sea level. The applicant maintains his existing CAMA Major Permit #128-98 for
continued maintenance excavation of the marina basin (700' x 250' x -8' MLW) and entrance channel (2220' x 100' X
-8'MLW) and recent modifications for shoreline stabilization and docking structures. The proposed project area is
located on the westernmost portion of the site, adjacent to the north side of the existing entrance channel to the marina
basin. This portion of the property is approximately 4.4 acres and remains vacant.. Upland vegetation on the project
site consists of shrub type plants, wild grasses and "404" vegetation such as Marsh Elder (Iva frutescens) and Grounsel-
bush (Baccharus halintifolia). The tract exhibits borders of coastal wetlands along the river vegetated primarily with
Giant Cordgrass (Spartina cynocoroides) and Smooth Cordgrass (Spartina altemiflora).
The Cape Fear River is approximately 7000 feet wide at the project site. It's waters are classified as "SC", by the NC
Division of Water Quality. There are no shellfish resources in the project area. At the project site, the Cape Fear River
is a designated Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. The highground portion of the
project is classified as "Developed" by the Wilmington-New Hanover Land Use Plan. The CAMA Areas of
Environmental Concern and any area located in the 100-year flood plain are classified as "Conservation".
PROPOSED PROJECT:
The applicants are requesting a Major Modification to their existing State Permit #128-98 to construct a full-service, dry-
stack marina facility with a harbormasters office and parking lot, fixed piers, finger piers, floating docks, boatlifts, wet
slips, launch well, bulkhead, new dredging and a stormwater detention pond. To comply with the requirements of the North
Carolina Environmental Policy Act (NCEPA), an environmental document was prepared forthe project and reviewed through
the State Clearinghouse. A Finding of No Significant Impact (FONSI) was issued on July 23, 2004, following the review
process. This application reflects the preferred alternative of the Environmental Assessment (EA).
The proposed new dry stack facility would measure 110' x 210' and would have 5 storage levels. The overall height of
the building would be 47.5 feet. The building would provide a storage capacity for 210 boats. A harbormasters office
would also be constructed adjacent to the dry stack building. This building would measure 30' x 65' and would contain
restrooms and space for retail sales. The new facility would have a new 63 space paved parking lot, including 2
handicapped parking spaces. 40 additional paved parking spaces would be located on the northern end of the proposed dry-
stack building. An above ground fuel tank would be installed on the north western end of this parking lot, outside the
Coastal Shoreline 30 foot buffer area. The applicant proposes to remove approximately 3,520 cubic yards of highground
material to a depth of +9 feet above Mean Low Water (MLW) to achieve the proper grade for the dry-stack building and
parking lot. There are also 23 paved parking spaces proposed on the eastern side of the property located at the marina
entrance road near River Road. The applicant is proposing to construct a stormwater detention pond of approximately 0.21
acres between the existing boat rail and the proposed 23 paved parking spaces to handle runoff from all new impervious
surfaces aforementioned. The applicant has submitted an application for a stormwater permit through the N.C. Division
of Water Quality (SW-8930917).
Port Cape Fear Marina, dba Wilmington Marine Center
Page 3
There would be a concrete slab on the southern end of the dry-stack building, which would serve as a boat washing hose-
down area. This concrete would be approximately 76 feet in width by 128 feet in length and would connect to the inside
concrete floor slab of the dry-stack building. The concrete slab would primarily serve as a stable surface for the forklifts
to drive on when launching boats from the dry-stack building into the proposed launch well located on the southern side
of the dry-stack building.
The applicant proposes to remove approximately 362 cubic yards of highground material and approximately 3,519 cubic
yards of shallow bottom material to construct the launch well into the existing entrance channel. The proposed launch well
would measure approximately 170 in length by approximately 50 feet in width. The launch well would be excavated to
a depth of -8 feet a MLW. The construction equipment would involve hydraulic dredge and longreach-backhoe and dump
truck. The spoils disposal area (120' x 250') is located on site, at the most southern end of the property. The site is
sufficient size to accommodate the amount of material proposed to be removed. The applicant proposes to stabilize the
shoreline around the launch well with a 317 linear feet concrete bulkhead. The proposed bulkhead would have 102 linear
feet along the shoreline of the north end of the entrance channel, 45 linear feet inside the launch well area and 170 linear
feet along the north side of the launch well. Two queuing floating docks would be installed within the sides of the launch
well, which would run perpendicular to the shoreline and the river; one on the southern side of the launch well at 8' x 120'
and one on the northern side at 8' x 170'. The applicant proposes to use this floating dock primarily for fueling and for
access to a proposed pumpout station.
The applicant also proposes to construct an additional 58 slip docking facility into the Cape Fear River. This docking
facility would consist of a main fixed pier that would extend waterward of the proposed dry-stack facility 8' in width by
152' in length. The structure would then "Y" off into separate access piers. There would be one fixed pier oriented to
the north with the dimensions of 8' in width by 287' in length. This pier would have would have 11 fixed finger piers on
the western side and 9 fixed finger piers on the eastern side of the pier. The dimensions of the finger piers would be 4'
in width by 34.5' in length, which would have a distance of 22' between them. There would also be an access pier oriented
to the south with the dimensions of 8' in width by 134' in length. This pier would have five fixed finger piers 4' in width
by 34.5' in length on the western side of the pier, which would 22' apart as well. These fixed access piers and finger piers
would accommodate a total of 48 individual boat lifts approximately 11'x11' each. The applicant also proposes two fixed
fingers on the north side and one fixed finger on the south side of the main fixed pier. These finger piers would have the
dimensions of 4' in width by 25' in length, which would create 10 additional wet slips. The applicant also proposes to
construct an access fixed pier extending from the previously mentioned floating docks. The dimensions of the access pier
would be 8' in width by 156' in length, which would run parallel to the shoreline. The pier would connect to the main pier
and continue another 100' in length. This section would serve larger vessels utilizing the wetslips on the north side of the
main pier. The proposed fixed piers would be elevated 4 feet over coastal wetlands. Construction of the 58 slip docking
facility would result in a total of 137 at the marina..
N.C. Department of Cultural Resources stated in a letter dated January 14, 2003 that the proposed project will not impact
any existing submerged archaeological sites present in project site. The applicants have submitted r ? app?ic?t?c??f?or
sedimentation and erosion control plan through the N.C. Division of Land Resources which is cur etl?trn er?re I"
l
?Ilv
FEB 1 0 2005
10. ANTICIPATED IMPACTS
The proposed excavation and grading of the site for the dry-stack building, parking areas, concrete'slab, bulkhead,'{'
launch well, and detention pond would result in the disturbance of approximately 3 acres of highground area. The
proposed excavation of the launch well into the existing entrance channel would result in the disturbance of
approximately 17,500 sq. ft. of shallow bottom. The project would create approximately 7,401 cubic yards of spoil
material to be place at an existing diked spoil site on the southern end of the property. Dimensions of the spoil site is
30,000 square feet. The proposed open water marina facility would create an additional 58 private boat slips that would
incorporate approximately 34,454 sq.ft. Estuarine Waters and Public Trust Area. There would be increased turbidity
levels during project activity, however, if timed to avoid periods of peak biological activity, no long-term adverse impacts
are anticipated.
Submitted by: Robb Mairs Date: 1110105 Office: Wilmington
Form DCM-MP-1 r
j
Ih, j - % ? ?,• !n! l7
APPLICATION FE& v
i 0 2005
(To be completed by all applicants)
J :.?IC7????,
,.Cy
1. APPLICANT b. City, town, community or landmark
Wilmington
a. Landowner:
Name Port Cape Fear Association, DBA
Wilmington Marine Center, c% Skip Fry
Address 3410 River Road
City Wilmington State NC
Zip 28412 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Zande-Jon Guerre Taylor, P.E., Inc.
Address P.O. Box 1082
City Mt. Pleasant
State SC
Zip 29465 Day Phone [phone]
Fax [phone]
c. Project name (if any) Wilmington Marine
Center
NOTE: Permit will be issued in name of
landowner(s), andlor project name.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
Revised 03/95
c. Street address or secondary road number
3410 River Road
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Cape Fear River
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.
Construct new drystack facility including launch well
and 290 LFof floating queuing docks. Also build 820
LF of fixed pier walkwavs to access 48 boat lifts and
10 wet slips.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
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. A commercial dry stack
facility and boat lift facilities for storage of private
recreational boats. The boat lift area will be gated
with clients possessing a key card. The dry stack
operation will have full time employees to handle
boat retrieval from the building, as well as boat
queuing, fueling, and washdown.
R ITCMV3,
DEC 0 9 2004
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Approx. 23.0 acres
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or
NWL 4-- 9' above MHW
d. Soil type(s) and texture(s) of tract
Sand and clay, fill dirt
e. Vegetation on tract Lawn, small shrub, trees
f. Man-made features now on tract Marina,
buildings
g. What is the CAMA Land Use Plan land
classification of this site? (Consult the local land use
plan).
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
CS, Commercial Services
i. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, ifapplicable)
Has a professional archaeological assessment been
done for the tract? x Yes No
If yes, by whom? _Office of State Archaelogy,
Underwater Archaeoloav Branch (NC)
(recommend that location of sunken
barge be documented)
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
1. Are there wetlands on the site? x Yes No
Coastal (marsh) x Other
If yes, has a delineation been conducted? See
attached wetland delineation map
(Attach documentation, if available)
Revised 03/95 FEB 1 0 2005
DErji - V:,;TEF'. CWLITY
WETU,?;G? l::a STS.,: ;r; (ER EPJ!;CH
in. Describe existing wastewater treatment facilities.
City of Wilmington
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.) Run off through
treated swa/es
o. Describe existing drinking water supply source.
City of Wilmington Potable Water
F. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
o 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.
0 An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in
black ink on an 8 %2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
D ECENE
DEC 0 5 2004
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
0 A Stormwater Certification, if one is necessary.
0 A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be
advised that they have 30 days in which to submit
comments on the proposed project to the Division of
Coastal Management. Upon signing this form, the
application further certifies that such notice has
been provided.
Name Steve LaPage
Address National Gypsum, 838 SunnVvale Rd
Phone Wilmington, NC 28412
Name Michael L Arnolt
Address 3833 N. Meridian St., Suite 307
Phone Indianapolis, IN 46208
Name
Address
Phone
o A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
NC; 128-98 Sept. 30, 1998
NC; 160-88 Jan. 30, 1991
Issued to Port Cape Fear Associates
(dba Wilmington Marine Center)
0 A check for $250 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
13 A signed AEC hazard notice for projects in
oceanfront and inlet areas.
o 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 ofpublic
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Issued 03/95 U
FEB 1 0 2005

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 the evaluating information related to
his 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 29th day of Sept. , 20 04 ..
Print N wl k
Signatu'aAr or Authorized Agent
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.
D INEIVE
DEC 0 S 200+
DIVISION OF
COASTAL MANAGEMENT
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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(h1sL) or (NWL)
Canal
Boat Basin
Boat Ramp
Rock groin
Rock
breakwater
Other
(Excluding
shoreline stabilization)
Revised 03/95
U ^ - 1s r';. •.,
FEB 1
0
bit"tJ
1?cTU .G' ;)STC ; CU` LI; y
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 3,519 c.V.
b. Type of material to be excavated soil, sand, clay
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 3,882 c.V.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On site
b. Dimensions of disposal area 120' x 250'
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
maintenance? x Yes No
If yes, where? On site
ECENE
D
DEC 0.9 2004
D
DIVISION OF
COASTAL MANAGEMENT
Form DCNI-MP-2
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
317 Linear Feet
c. Average distance waterward of MHW or NWL
Adjacent
d. Maximum distance waterward of MHW or NWL
150'
e. Shoreline erosion during preceding 12 months
None
(Sourceofinformarion) Wilminqton Marine Center
If yes,
(1) Amount of material to be placed in the water
None
(2) Dimensions of fill area approx. 30'x 330'
(fill depth varies from 1' to 10'
(3) Purpose of fill to bring elevation of
existing ground up to adequate elevation
for launch well and dry stack.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Dredge material will
be placed in existing on-site spoil basin
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill 248 c. y. b
h. Type of fill material Clean, granular
i. Source of fill material Upland borrow pit
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
D ECENE DEC -U ? 2GO? D
Revised 5 DIViSiON OF
COASTAL MANAGEMENT
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Dredge: hydraulic dredge
Upland/shoreline: lowreach-backhoe or
bucket
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.
Wilmington Marine Center_
Applicant or Project Name
Signature
Date FEB 1 0 2005
1, ce;? ?„ti.r
?cu
Tc, AL I Ty
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1 drystack building, 48
individual boat lifts. and 10 individual wet
slips.
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. 3.022 ac.
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
0 2005
x',','11 rR CUALITY
Revised 03/95
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for
review?
X Yes No
if yes, date submitted (_get date of submittal
from Phil Tripp)
i. Describe proposed method of sewage disposal.
Tie into existing Marina system (City of
Wilmington sewer)
j. Have the facilities described in Item i. above
received state or local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff from drvstack building.
concrete hose-down area. and paved
parking area
f. List the materials (such as marl, paver stone, 1. Describe proposed drinking water supply source
asphalt, or concrete) to be used for paved surfaces.
Asphalt, concrete (e.g. well, community, public system, etc.)
CitV of Wilmington public water
in. Will water be impounded? X Yes No
g. Give the percentage of the tract within 75 feet of If yes, how many acres? Approx. .21 acres
MHW or NWL, or w' V jo
11
Outstanding Resourc a t r y2b n. If the project is a oceanfront development, when
impervious and/or b -upon surfaces, such was the lot(s) platted and recorded? N/A
pavement, buildings, ft opt,-c- ?o msed fo Wilmington Marine Center
vehicular driveways king. 39.
DIVISiUN OF Applicant or Project Nacne
COASTAL MANAGEMENT
?
Signatur,
Date C>
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. 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 7 see plans)
(3) Length '- R7, 1. C 5V, , '. ZFW
ig, 30 (4) Width '
(5) Finger Piers X Yes No
(1) Number 28
(ii) Length 25 (ED 34 V2', 3 (@ 25
(iii) Width all at 4' wide
(6) Platform(s) Yes X No
(1) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines 10'
(9) Width of water body 3.500'
(10) Water depth at waterward end of pier at MLW
or NWL approx. -6' MLW
b. Boathouse (including covered lifts)
(1) N/A Commercial Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number N/A
(2) Length(s) N/A
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
(2) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Revised 03/95

L,: ?iiCLi":LI7Y
e. Mooring buoys
(1) N/A Commercial _ Community Private
(2) Number N/A
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
Mooring structure (boatlift, mooring pilings, etc.)
(1) X Commercial _ Community _ Private
(2) Number 48
(3) Length 34 112"
(4) Width 11
g. Other (Give complete description)
N/A
FEB?o??4--J
"y t
RC, L. ,.?N
Wilminqton Marine Center
Applicant or Project Name
Signature (?Y
Date ??Zgly?
0 E C EIVE
DEC 19 2004
COAL DIVISION OF
fit. ,GEMENT
Form DCM-MP-6
MARINA
DEVELOPMENT
r r 5
F td
Y
X11 :.1 uti?LJ ?i ?? ? I ?. i'•;?«,ril ?(Z LAY ?'a.:
(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.
g. Typical boat length 17 - 30'
h. Maximum boat length 31'
I. Are any floating structures planned? Yes
If so, describe 2 floatin_g queuing docks,
(see plans)
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
N/A
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 10
x Dry storage
Number of boats 210
Boat ramp(s)
x Other (describe) 48 individual boat lifts
Check below the proposed type of siting.
Land cut and access channel
X Open water with dredging for basin and/or
channel
x Open water, no dredging required
_ Other (describe)
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
X Office toilets
Toilets for patrons
Number 1
Location Dry stack and office
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for
all sanitary wastewater Tie into existing
Marina system, CitV of Wilmington Sewer
System
c.
id waste, fish offal and
g F' no Marina trash
L4 DEC 7, c 2004 I?
d. will overboard disch f sewage from
boats bcPzbhtiz?lWV S na a directin
?at? to VAi 'lifi s in marina
basin
f. Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats, e.
mixed types). Private recreational open
runabouts
Give the location and number of "No Sewage
Discharge" signs proposed. 2 located at
entrance channel to basin and at dry
stack facility
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
g. Where will residue from vessel maintenance be
disposed of? N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 3
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect
area water quality. (See sheets 13 & 16 of
permit drawings) Existing on-site safety
measures will be implemented
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water
quality impacts. Proposed boat slips are
not in boat basin. Boats will be launched
from launch well.
k. What will be the marina policy on overnight and
live-board dockage? There are a few, selective
liveaboards that help provide night time
secu
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
in. If this project is an expansion of an existing marina,
what types of services are currently provided?
Wet slips, Vacht repair
n. How many slips are now available? 80
currentlV, but plan to increase to 92 slips
by the end of 2004.
Revised 03/95
o. Is the marina proposed within a primary or
secondary nursery area? X Yes 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. Proposed Pumpout
located on floating dock (see sheets 13 &
16 of permit drawings)
Wilmington Marine Center
Applicant or Project Flame
Signatu4 ,
Date Cpl Zq?
? ? ? l r7
F L?
EB 1 0 2005
D ?(NUVE
G?? "? '• 2004 ;
J:.
01VIJI()N
COASTAL MANAGEMEW!,
2004
COASTAL DIISION OF
ANAGEMENT
f
FEB 1 0 2005
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yr ?.
f 4 ?1 ? ? S tii t/
OWNER/APPLICANT, LATITUDE: 34° 10' 11" N PROPOSED' CONSTRUCT COVERED
LFT
PORT CAP FEAR ASSOCIATES, LONGITUDE: 77° 57'04" W SDRU YS PS, , A ACK FACILITY FLOATING AND BOAT F02
R
DBA, WILMINGTON MARINE CEVTH2 RECREATIONAL WATEi2CRA,Ff
CIO MR. SKIP FRY LOCATION MAP ONAL .
AUTHORIZE) AGENT, N WILMINGTON MARINE CENTER
ZANDEEJON GLE 22T TAYLOR, PP, INC. WILMINGTON USGS QUAD SHEET ON, CAPE FEAR RIVER
C/O W. CRAIG PAWLYK NEW NANOVER COUNTY, NC cOLNTY OF rEw I-IANOvi52
ADJAQEW P20PE32TY OWrERS STATE OF, NO
U NATIONAL GYPSW CO. WILMINGTON MARINE CENTER DATE 9/2
REVISED D904
TE+
2) MI. ARNOLT, INC. MARINA SH".= T' I OF 27
ZAtZE-JON GLE22Y TAYLOR PE
FILE- WMC-P-BA.S2

ll3i llll..]]11 FEB 1 0 2005
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I.:r'J"I

,? r<t. ,a 1?1 L
OW /APPLICANT, PROPOSED
PORT CAP RJR ASSOCIATES, DRs FACILITY DOE30AT LIFT
VICINITY MAP SLIPS, I DOCKS FCQ
DEA, WILMINGTON MARINE CcENTQ
C/O MR. SK? Fi2Y SOUTH OF WILMINGTON PROFS RECREATIONAL wATCRAFf.
AUTNORIZ?7 AGE?ITi L'? WIL'Y1INGTC'N MARINE NF ?? I,
RIVER
ZAIZE-JON GLQRY TAYLOR, PE, INC. CON, OOLtV'fY CAFE ? NEW ?rNEW ???
C/0 MR. CRAIG PAWLYK
ADJ4C?1T PQOP52TY OWN?ZSWILMINGTON MARINE CENTER STATE ° 9/
DATE 09/29/04
IJ NATIONAL GYPS„t.h1 CO. MARINA REVISED DATE
2J MI. ARNOLT, INC. S-E=-i' 2 OF 27
FILE WMC-P-BASH
CHAMR TO PORT CAPE FEAR RIVE?
ALL MATERIAL DREDGED FOR
THE CON5TRUCTION OF TH15
PROJECTS OR OTHER PREVIOUSLY
PERMITTED MAINTENANCE DREDGING,
WILL BE PLACED IN THI5 EX15TING
ON-SITE DISPOSAL AREA
PROPERTY
LINE
pNG 50
20N /
EXISTING
DREDGE
DISPOSAL
AREA
(APPROX.
1.0 ACRES)
EX15TING BASIN
EX15TING BULKHEAD
0
A?
g?vER ?O
EDGE OF ROAD
CTYPICAL)
RIGHT OF WAY J
CTYPICAL)
0 200 N0RTH
GRAPHIC SCALE 1 " = 200'
NNE?/APPLICANT,
PORT CAP FEAR ASSOCIATES.
PROPERTY CURRENTLY OWNED BYs
ARTHUR HOWARD CPOWER 5ERVICE5?
P.O. BOX 7005
WLMINGTON. NO 294OG
Q
QQ , RIGHT OF WAY
0 w7"a V DL
11? 11 2P D 4
E
J
zD w
r DEC 0 9 2004
°L Z
DIVISION OF Jz
COASTAL MANAGEM
PROPOSU> CONSTRUCT COVERED
DRYSTACK FACILITY AND BOAT LIFT
A
DEA, WILMINGTON MARINE 00052 SLIPS. FL OATING DOCKS FOR
C'0 N9. SKIP FRY EXISTING SITE MAP RECREATIONAL TRECREATIONAL wATEZazAFT.
AUTHORIZED AGENT,
ZAI DE-JON aE RRY TAYLOR, P.E. WC.
C/O MR. CRAIG PAWLYK
N WILMINGTON MARINE CENTER
Ot4 CAPE FEAR RIVER
COIMY OF+ NEW P NOVER
ADJACENT PROPS Y OWNERS, WILMINGTON MARINE CEVTE? STATI= CF; NC
DATE 09/29/04
U NATIONAL GYPSLNI CO. MARINA REVISED DAT5
2) M.I. ARNOLT, INC. SI-[H?T, 3 OF 27
7-&mx nN GLE3wY TAILOR PE
FUTURE DEVELOPMENT
PROPERTY LINE
PROPERTY LINE
Q VM,"% LIIu-
O
O ?
W
CITY ZONING SETBACK

EXI5TIN G -'
DOCK5
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0
EXI5TING
DOCK5

TRAVEL
H 015T
u- u
J
APPROX. LOC. RAIL
OF EXI5TING BASIN
BUILDING
SERVICE ROAD 0
FILE WMC-P-BASE
1
1. ALL CONTOURS AND OTHER ELEVATIONS ON THESE PERMIT DRAWINGS
ARE REFERENCED TO MLW.
2. CARE HAS BEEN TAKEN TO AVOID IMPACTS TO THE WETLANDS IN THIS
AREA. THE ELEVATION OF FIXED PIERS HAS BEEN SET TO PROVIDE
ADEQUATE ELEVATION ABOVE THE EXISTING TOPOGRAPHY AND CHANGING
WATER LEVELS. THIS ELEVATION IS ALSO SUFFICIENT TO ALLOW SUNUGHT
TO PENETRATE THROUGH AND UNDER THE FIXED PIERS TO THE COASTAL
VEGETATION.
3. THE PROPOSED NEW DRYSTACK BUILDING, PAVED PARKING AREAS AND
DRIVEWAY, AND CONCRETE FOR THE BOAT WASHDOWN AREA AND DROP
WELL ACCESS ARE ALL NEW IMPREVIOUS SURFACES ON THE SITE. THERE
IS NO OVERLAP OF THESE NEW IMPERVIOUS SURFACES ON ANY EXISTING
IMPERVIOUS SURFACES ON THE SITE. THE CONCRETE SURFACE IS
NECESSARY AT THE LAUNCH WELL AND BOAT WASHDOWN AREA TO
PROVIDE ADEQUATE STRENGTH TO SUPPORT THE WEIGHT OF FORK LIFTS
CARRYING BOATS TO THE LAUNCH WELL. ASPHALT PAVEMENT WAS
CHOSEN AS THE BEST AND MOST DURABLE SURFACE FOR THE PARKING
AREAS AND ACCESS ROAD. OTHER MORE PERVIOUS SURFACES WILL NOT
FUNCTION AS WELL AS THE ASPHALT AND CONCRETE PAVEMENTS
PROPOSED FOR THE SITE. ALL STORMWATER RUNOFF HAS BEEN ROUTED
TO A PROPERLY SIZED DETENTION POND ON SITE, AS REQUIRED BY THE
N.C. DIVISION OF WATER QUAUTY. A STORMWATER MANAGEMENT PLAN
HAS BEEN SUBMITTED TO THE N.C. DIVISION OF WATER QUALITY FOR
APPROVAL
4. PRECAUTIONARY MEASURES TO ENSURE THAT MANATEES WILL NOT BE
HARMED BY PILE DRIVING OR ANY ASPECT OF CONSTRUCTION WILL BE
IMPLEMENTED THROUGHOUT THE DURATION OF THIS PROJECT. THIS WILL
INCLUDE INCORPORATING THE SERVICE GUIDELINES, FOUND IN "GUID_ ELINES
FOR AVOIDING IMPACT TO THE WEST INDIAN MANATFF PR CAU UNARY
MEASURES FOR CONSTRU DON ACTIVITIES IN NORTH CAROLINA WATERS"
INTO THE PROJECT PLANS. A COPY OF THESE GUIDEUNES CAN BE FOUND
AT. http://nc-es.fws.gov/mammal/monatee-guidelines.pdf. THE WORK
MAY BE SCHEDULED DURING PERIODS WHEN MANATEES ARE NOT LIKELY TO
TO BE IN THE CAPE FEAR RIVER (NOVEMBER THROUGH MAY).
-1
iW - +4.51' MLW
- +4.24' MLW
L - +2.24' WLW
vo8a - +2.21' MLW
0.0'
- -.15' MLW
DATUM
RELATIONSHIPS
MER/APPLICANT, PROPOSED CONSTRUCT COVERED
PCRT CAP FEAR ASSOCIATES, DIiZYSTACK FACIUTY AND BOAT LFT
DBA, WILMINGTON MARINE CENT62 GENE32AL NOTES SI-ET SUPS, AND FLOATING DOCKS FCR
C/0 MR. SKIP FRY RECREATIONAL WATEQC 2AFT.
ALM40QIZ-D AGENT, IN} WILMINGTON MARINE CENTH2
ZANX-JON GIERRY TAYLOR, PE, WC ON CAPE FEAR RIVER
.
C/O MR. CRAIG PAWLYK COLMY OF, NEW HANOVER
AD.IACBVT PR >05M OWN EPS WILMINGTON MARINE CENTER STATE OF NC
U NATIONAL. GYPSUM CO. MARINA DATE 09/29104
2) Ml ARNOI.T, WC: REVISED DATE
SHEET, 4 OF 27
ZANJE-JON GU=T TAYLOR PP_
FILE WMC-P-BASE
l
OWNH2/APPLICANlT,
PORT CAP FEAR ASSOCIATES,
DBA, WILMINGTON MARINE CaM5Z
C/O W. SKIP FRY
AUT?U1ZED AGENT,
ZANDE-JON GLERRY TAYLOR, P.E. INC,
C/O MR. CRAIG PAWLYK
ADJACENT PROPE32TY OWNH2S
U NATIONAL GYPSLM CO.
2J M.L ARNOLT, WG
OVERALL
EXISTING SITE CONDITIONS
KEY SHEET
WILMINGTON MARINE CENTE12
MARINA
0 200
GRAPHIC SCALE 1" = 200'
CONSTRUCT COVERED
DRYSTACK FACWTY AND BOAT LIFT
SLIPS. AND FLOATWG DOCKS FOR
RECREATIONAL WATERCRAFT.
IM WILMWGTON MARINE CENTTE 2
ON CAPE FEAR RIVER
COUNTY OF NEW Fd OVER
STATE OF NO
DATE 09/29/04
REVISED DATE
SST, 5 OF 27
ZANDEJON GL13= TAYLCQ PE
FILE WMGP-BASE

i
VIEW #2 - J
VIEW #1 SEE SHEET 9 FOR \

SEE SHEET 8 FOR .

LARGER VIEW LARGER VIEW

op

\
NORMAL COASTAL
WETLANDS
LOW WATER a
i ?•

\ to
i •
\ / •

IEKISTING NORMAL
LOW WATER AIL
NORMAL

PlLES •? • E BANK
WETLAND

WETLANDS HKi1

?
WATER
?

y
- `
Q COASTAL
\ WETLANDS
.

PROPERTY

t
?•• 7s FT LINE
MARSH
. i/t?
-- - ---? ESTUARINE
St10RELINE

PROPERTY
LINE I . •
j
R,PRAP
STABILIZATION
HIGH 1!VATEERR n_
L?7

NORMAL
HIGH WATER J
Q
TOP OF
/ GANGWAY . VIEW #4
BANK
TOP OF
' SEE SHEET 11 FOR 0

BANK
LARGER VIEW i
EKISTING
• ROCK ROAD
EXISTwC
• DOCKS
. ' VIEW #3
SEE SHEET 10 FOR 0 100
LARGER VIEW GRAPHIC SCALE 1" = 100'
OWN62/APPLICANT, PROPOSED CONSTRUCT COVERED
Poor CAD FEAR ASSOCIATES. EXISTING SITE CONDITIONS LIFT
Roa
FO
DBA, WILMINGTON MARINE CENTER SLIPS. AND
n DOCKS
R
GO MR. SKIP FRY KEY SHEET RECREAnONN. WATERCRAFT.
UT{-IORIZ® AGENT,
TU
THINI

MAT?ONT SIDE) INl WILMNGTON MARINE CB?1TH2
ZANDE-J
ON GU32SZY TAYLOR, PF. INC. ON, CAPE FEAR RIVER
GO W. CRAIG PAWLYK COLINTY
OF NEW FaANOVER
ADJACENT PROPHZTY OWN5r-o WILMINGTON MARINE CENTER ST
ATE
A? o

1) NATIONIAL GYPSUM CO.
MARINA 9 9/
DATE,
0ATE, 4
REVIS® DATE,
2) M.I. ARNOLT, INC. f SST, 6 OF D
ZAN JCN GLEWT TAYLAR PE
FILE WWP-BAST=

VIEW #5
SEE SHEET 12 FOR
LARGER VIEW
EXISTING E
EXISTING CC
EXISTING BUILD
EXISTING EE
OF PAVEM/
RIVER ROAD
RIGHT-OF-WAY
QTR/APPLICANT,
PORT CAP FEAR ASSOCIATES,
DBA, WILMINGTON MARINE CENTER
C/O MR. SKIP FRY
AQTI40RIZ® AGENTi
ZANDE-JON GIERQY TAYLOR, P.E. INC.
C/O W. CRAIG PAWLYK
ADJACENT PROPB7TY OWNEP&
D NATIONAL GYPSLM CO.
2) W. A RN1OLT, INC.
EXISTING SITE CONDITIONS
KEY SIFT
(INLAND SIDE)
WILMINGTON MARINE CENTER
MARINA
DGE OF
XISTING
OCK ROAD
PROPERTY LINE
EXISTING
FENCE
RIVER AD
RIGHT-OF-WAY
0 100
GRAPHIC SCALE 1" = 100'
P CONSTRUCT COVERED
DQYSTACK FACILITY AND BOAT LIFT
SUPS. AND FLOATM DOCKS FOR
RECREATIONAL WATE RCRAFf.
w WIMNGTON MARINE CENTER
CN CAPE FEAR RIVER
CCIMY OF NEW PANOVER
STATE OF; NC
DATE 09/29/04
REVISED DATE
SHEET, 7 OF 27
ZANDE-JON Q =Y TAYLOR PL'.
FILE, WMC-P-BASE
EXISTING DOCK
/ f
V
0 50 ?.
GRAPHIC SCALE 1" = 50'
VIEW **I
i (REFER TO SHEETS 5 & 6
- KEY SHEETS) -
\?a
\c? NORMAL
LOW WATER PLANE
\?Z? LACE CN0
\ ? _ _ o• Qj, e ®
EXISTING PILES TOP OF BANK
\®? COASTAL
\ WETLANDS
\ TOP OF BANK - gNk,i, -
.`.,,NORMAL
`. - ---
\HIGH WATER
OWNER/APPLICANT- CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, DRYSTACK FACILITY AND BOAT LIFT
DBA, WILMINGTON MARM CENTER EXISTING SITE (ADDITIONS SLIPS, AND FLOATWG DOCKS FOR
C/O MR. SKIP FRY ENLARGM VIEW #I) RECREATIONAL WATERCRAFT.
AMMIZFD AGENT, N WILMINGTON MARINE CENTER
ZMDE-JON GLERRY TAYLOR, PE, WC, O(V CAPE FEAR RIVER
C/O MR. CRAIG PAWLYK COUNTY OF, NEW NANOVER
ADJACENT PQOPBM OWNERS WILMINGTON MARINE CENTER STATE OF, NC
U NATIONAL GYPSLM CO. MARINA DATE 0
REVIS® DA75 4
DATE
2) M.L ARNOLT. Na SI-EET- 8 OF 27
ZANDEJON GLE=T TAl102 PE
FILE WMC-P-BASE

0 I 50
i` GRAPHIC SCALE 1" = 50'
VIEVV,,u2 %
(REFER TO SHEETS 5 & 6 /
- KEY SHEETS)
i
C\A
E ?
o
- --_ ? - - - PERM • ?? - Q
® COASTAL
WETLAND a
?o®
i
a ®o ® ,1L
EXISTING PILES
® 30' C. A.M.A.
SETBACK
NORMAL
-- __ H_ IGH WATER -
COASTAL
-` WETLAND TOP -OF - -- ---
NORMAL BANK --
LOW WATER -
'pROPERTY
--- - ?p _ LINE
OWN62/APPLICANT, EXPOSE> CONb'7RUCT COVERED
PORT CAP FEAR ASSOCIATES, DRYSTACK FACILITY AND BOAT LIFT
DBA, WILMINGTON MARINE CDM52 EXISTING SITE CONDITIONS SLIPS. AND FLOATING DOCKS FOR
C/O MR. SKIP FRY ENLARGO VIEW #0 RECREATIONAL WATERCRAFT.
AUn4CI?IZFD AGENT, IN WILMINGTON MARINE CENTSt
ZANDE-JON GLERRY TAYLOR, PP, INC., ON CAPE FEAR RIVER
C/O MR. CRAIG PAWLYK COLINTY OFF NEW I u NOVER
AQ, ACEVT PR eEI;M WNW WILMINGTON MARINE CBVTM STATE OF NC
D NATICNAL GYPSLM CO. MARINA DATE 09/29/04
2J W. ARNOLT. N 12EVISED DATE
Si ET, 9 OF 27
ZAI )C-XN QJ=Y TAYLOR PE
FILE V& 0411-BASE
A .
WETLAND
LIMIT I) i

r'
EXISTING
ENTRANCE
CHANNEL
i --
PROPERTY
LINE
0
0
0
,,• o EXISTING
/? SUBMERGED
BARGE 30' CAMA
SETBACK
LINE
/ TOP OF TOP OF
BANK BANK
VIE W #3 - RIPRAP_
STABILIZATION
(REFER TO SHEETS 5 & 6
- KEY MEETS).
EXISTING
PROPERTY 30' - CAMA
-LINE. -----SETBACK
E75' STUARINE
HORELINE
- 75 ESTUARINE
SHORELINE
NORMAL
HIGH WATER ?I
° 1
°
°
EXISTING
DOCK
DOCK
0 50
GRAPHIC SCALE 1" = 50'
OWNER/APPLICANT, CONSTRUCT COVERED
D12YSTACK FACILITY AND BOAT LIFT
PORT DBA, CAP FEAR
MARINE alSTING SITE CONDITIONS S.-PS, AM FLOATING DOCKS FOR
C/O MR. SKIP FRY AGED VIEW #3) RECREATIONAL. WATERCQAFT.
ALM40RIZED AGENT, N WILMINGTON MARINE CENTER
ZA DE-JON GLEWY TAYLOR, P.E. INC. ON CAPE FEAR RIVER
C/O MR. CRAIG PAWLYK COLNTY CF NEW PANOVER
AD.IACENT PROP15M OWNER& WILMINGTON MARINE CENTER STATE OF NC
DATE, 09/29104
U NATIONAL GYPSUM CO. MARINA REVISED DATE
2J W. ARNCLT. INC. SR=, 10 OF 27
ZA 4M-JON G.637T TATLOQ PE.
FIL5 WMC4-BASE

30'-GAMA-SETS--`"_ ?-.,,,----- _ - •?.
- 75' ESTUARINE
SHORELINE
75' ESTUARINE
SHORELINE
1`?1 1`1
t ? g• ES
?1 ,\I 111` ,';1
11'1.
I
c
EXISTING LIMIT
OF RIPRAP
MA 3E.?EAGK 1.1NE ;
i30. GA
PROPERTY
LINE
0
0
o 0
?
° ° o EXISTING v
° o ° DOCKS
1 NORMAL
HIGH
EXISTING WATER 0
GANGWAY ° ° EXISTING <
ROCK ROAD z
o 0
o H
o z
V IEW #4
(REFER TO SHEETS 5 & 6
E - KEY SHEETS)
EXISTING
0 50 DOCKS MATC
GRAPHIC SCALE 1" = 50'
OMERIAPPLICANT, PROPOSED CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, DRYSTACK FACILITY AND BOAT LIFT
DBA, WILMMTON =INE CENTER EXISTING SITE CMITIONS SLPS, AM FLOATM DOCKS FOR
C/O MZ SKIP FRY 04 ARGED VIEW U4) RECREATIONAL WATERCRAFT.
AUTHORIZED AGENT, 0 WILMINGTON MARINE CENTER
ZNZE-JON GLBUT TAYLOR, PF- INC. ON CAPE FEAR RIVER
C/O W. CRAIG PAWLYK COUNTY OF; NEW HANOVER
WILMINGTON MARINE CENTER STATE OF- NO
DATE= 09129/04
U WIC NAL GYPSUM CO. MARINA REVISED DATE,
2) ML ARNOLT, Na SHEET, it CF 27
ZANDEJON Gl.ES27T TAYLOR PE
FILE M C-P-BASE

EXISTING
DOCK
EXISTING
DOCK
\ I
0 50
GRAPHIC SCALE 1" = 50'
EXISTING BULKHEAD
EXISTING
BUILDING

EXISTING
CONCRETE

PROPERTYI
LINE

EDGE OF
EXISTING
ROCK ROAD
EXISTING
FENCE
EXISTING EDGE
OF PAVEMANT
V IEVV^ U 5_ _ GHT-OF_WAY
(REFER TO SHEETS 5 & 7 RIVER ROAD R? OF F VEMF
GE A
KEY SHEETS) FO
OWNER/APPLICANT, CONSTRUCT COVERED
Pais CAP FEAR MASSOCIATES, DRYSTACK FACILITY AND ARINE CENerrez EXISTING SITE CMITIONS SUPS, AND FLOAT DOCKS FOR
Down ILMSKIP E LARGO VIEW sty RECREATION Al- WATERCRAFT.
ALTPQRIZID AGENT, W WILMMTON MARINE CENTER
ZANDE-JON GIERRY TAYLOR. PF. WC, ON CAPE FEAR RIVER
C/O MR. CRAIG PAV&YK COUNTY OF NEW R"VER
ADJACENT PROPOM OWN 52S WILMINGTON MARINE CENTER STATE OF NC
DATE 09/29104
U NATIONAL GYPSUM CO. MARINA REVISED DATE
2) Ml ARNOLT, Na SST, I2 OF 27
ZATDE-JM f1ISIIY TAYLOQ PP-
FILE V& C-P-BASE

PROPOSED
ABOVE-GROUND
FUEL TANK
EDGE OF PROPOSED NEW
PAVED PARKING AREA
PROPOSED PAVED
PARKING SPACES (40)
PROPOSED STORMWATER
DRAINAGE PIPING
NOTE:
STORMWATER MANAGEMENT PLAN
HAS BEEN SUBMITTED TO N.C.
DIVISION OF WATER QUALITY BY
TRIPP ENGINEERING OF
WILMINGTON, NC.
PROPERTY
LINE
EDGE OF PROPOSED NEW PAVED
ROAD TO PARKING AREA
EDGE OF PROPOSED
NEW PAVED ROAD
TO PARKING AREA
NOTE:
ADDITIONAL SPACE FOR
OVERFLOW PARKING
IS AVAILABLE ON SITE.

31y,
0 60
GRAPHIC SCALE 1" = 60'
0ML21APPLICANTS PROPOSEI> CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, PROPOSED MOVENBVTS DRYSTACK FACILITY AND BOAT LIFT
oBA, wnJMNGTON MARINE csrraz PARKING AREAS SUPS, AND FLOATING DOCKS FOR
RECREATIONAL WATERCRAFT.
C/0 W. SKIP FRY AM DETENTION POND
AUTHORIZED AGENT, IN WILMINGTON RMARINE IVER CENTER
ZAN E-JON GLE32RY TAYLOR. PE. WC,,, ON CAPE FEAR RIVER
C/O W. CRAIG PAMYK COUNTY Cf N? HANOVER
ADJACF-NT PROP15M OWNS WILMINGTON MA21 E CRATE? STATE Cf NO
DATE 09/29/04
U NATIONAL GYPSUM CO. MARINA WASED DATE
ti ML ARNOLT, INC. SHEET, 14 OF 27
PROPOSED STORMWATER
DRAINAGE PIPING
Z NDL-JON GL93= TAYLOR PP.
FILE WMGP BASE

CPAMH_ TO PORT CAPE FEAR RIVE2
PROPERTY LINE
o t BANK LINE
0
CITY MI
ZON NGSETBACK
PROPERTY LINE
G5 BASIN SLOPE OJA U ZON1NG z
EXISTING -?
= DOCKS >-
W
' ac
O \v? EXISTING BASIN EXISTING IL d
O DOCKS
U)
(TP-AVTEL
EX15TING BULKHEAD 15JUAPPROX. LOG. RAIL
OF EXISTING BASIN
BUILDING
FUTURE DEVELOPMENT SERVICE ROAD O
PROPERTY LINE
PROPERTY CURRENTLY OWNED BY-
ARTHUR HOWARD CPOWER 5ERVICE5)
P.O. BOX 7008
WLMINGTON. NC 28406
EDGE OF ROAD J C)
CTYPIGAL) Q RIGHT OF WAYJ
O CTYPIGAL) QQC
RIGHT OF WAY m
CTYPIGAL) Z J
Q ?Q
0 200 NORTT-I
GRAPHIC SCALE 1 200' J
U)
OWNEWAPPLICANT, PROPOSEI> C 16TRUOT COVERED
PORT CAP FEAR ASSOCIATES, DRYSTACK FACILITY AND BOAT LIFT
DBA, WILMINGTON MARINr CENTH2 EXISTING SITE MAP SLIPS, A FLOATING DOCKS FOR
C/O W. SKIP FRY RECREATI C{?Al WATERCRAFT.
ALM40RIZZED AGENT- IN WILMINGTON MARINE CENTER
ZANDE-JON GlB2RY TAYLOR, PE, INC, ON CAPE FEAR RIVER
COLNry ATE OF ?]=.N u:"Y"/L?
C/O W. CRAIG PAWLYK ST
ADJACENT PPOPERTY QWN5z& WILMINGTON MARIf?E CENTER ?A? f
DATE 09/29/
9/04
1) NATIONAL GYPSUM CO. MARINA REVISED DATE
2) M.I. ARNOLT. INC. I SPEED 3 CF 71
ZANX-JON GU52WY TAYLOR P.E
FILE WMGP-BASE
PROPOSED FIXED PIER
i ' WITH BOAT LIFTS © "
i O
Q . PROPOSED FIXED PIER
WITH BOAT LIFTS (TYPICAL) C P?%\S?? • ._•
z
. __.. - ?? ?J • v PROPOSED FIXED
O PIER WALKWAY
AY Ai6 a
\•\ ?, - ;?\`? A O HIGH ORMALL 1 COASTAL
O O WATER AL WETLANDS
\ DOSTNG PILES p
.\ (TO BE REMOVED) B COASTAL roB NK
B BANK
PROPOSED WETLANDS \ FFLOATING DOCK S @ Y
? PROPERTY
\ ROPOSET LINE
- PROPOSED PROPOSED
\FUEUNC AREA NEW y` FUEL TANKS
u ? UE1 T
?
KS
- - - PROPOSED •\ = FUEL - E -
OUEINC/PICK UP -
.. \ a O D PIMP Ww ?ypt t!• ' P
FLOATING DOCK
WETLANO = 1 - 73 FE. ESTUARINE 73 FT.
... .. LIMIT O . A • \ ... „ i SHORELINE LESTUARINE
SHORELINE
PROPOSED DRYSTACK
BUILDING (Y10 x 110
... ,\ ? DRY
'i
P BORMASTER'S STACK BUILD
EJOSTING1\ '1, F• BUILDING (63' x 30)
EN TRA.NCE
i
oes"i0 ?'??
/ CHANNEL l ROPOSED eLt Ur< W? OF
LAUNCH Wv
\\ PROPOSED( WELLS (Z
PROPERTY CONCRETE
LINE
j&I of
i
EJ0.SnNG NORMAL
/ SUB"
ARGE INCH WATER
o
NORMAL _ EJOSTiNC
'0 T INCH WATER GANGWAY BANX I/
TOP OF
• BANK DOSTING
DOCKS
(TYPICAL)
EzrnNc
DOCKS
(TYPICAL) O 1 00
GRAPHIC SCALE 1" = 100'
OWP132/APPLICANT, CONSTRUCT COVSR®
PORT CAP FEAR ASSOCIATES, DRYSTACK FACILITY AND BOAT LIFT
DBA, WILMINGTON MARINE CENTER PROPOSED IMPROVEMENTS SLIPS, AM FLOATING DOCKS FOR
C/O MR. SKIP FRY (DRYSTACK DOCKS AND PIERS) ;&=C EATK)NAL WATERCRAFT.
ALIT 40QIZM AGENT- N WILMINGTON MARINE CENTER
ZANDE-JON GU3RRY TAYLOR, P.E. WC., ON CAPE FEAR RIVER
C/O MR. CRAIG PAWLYK COUNTY OF NEW FdANOVSR
ADJACENT PROPBM QVVT ?S WILMINGTON MARINE CENTS? STATE OF NC
DATE 0ATE- 4
U NATIONAL GYPSLM CO. MARINA REVISED DATE-
2J MI. AZKXT, NC. 54EET- 13 OF 27
ZAt D -JON GLESMY TAYLOR PI=
FILE WMC-P-BASE

EXISTING
DOCK
EXISTING
CONCRETE -
EXISTING _
BULKHEAD
EXISTING
BUILDING
?J EDGE OF PROPOSED
..NEW PAVED ROAD -TO
PARKING AREA _
EXISTING FENCE
RIVER ROAD RIGHT-OF-WAY
EDGE OF PAVEMENT RIVER ROAD EDGE OF PAVEMENT (EXISTING)
RIVER ROAD RIGH -OF-WAY
OWNHZ/APPLICANT, PROPOSED CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, PROPOSE) WIPROv5A% S DRYSTACK FACW17 AND BOAT LIFT
DBA, WILMNGTON MARINE CENTER SLIPS. AND FLOATNG DOCKS FOR
C/O MR. SKIP FRY PARKVG AREAS RECREATIONAL WATMCRAPT.
At4l9RIM AGEND AW DETegnON PM N WILMNGTON MARM CENTER
ZANDE-JON GLBM TAYLOR, PP„ NC. Ot4 CAPE FEAR RIVER
C/O W. CRAIG PAWLYK COLIM OF- NEW FdANOVER
ADJACENT PROPEPTY OWNsZ& WILMINGTON MARINE CENT62 STATE OF- NO
DATE 09/29/04
U NATIONAL GYPSUM CO. MARINA REVISED DATE
21 W. ARNOLT, WC, Si-EETI 15 OF 27
EDGE OF PROPOSED
NEW PAVED ROAD TO
PARKING AREA
I
/ O
r - ocl)
:l
p QO
--?' NOTE:
STORMWATER
MANAGEMENT PLAN
HAS BEEN SUBMITTED
TO N.C. DIVISION OF
WATER QUALITY BY
TRIPP ENGINEERING OF
WILMINGTON, NC.
PROPOSED
STORMWATER
DRAINAGE PIPING
PROPOSED
PAVED PARKING
SPACES (23)
6
GRAPHIC SCALE 1 " 60'
RIGHT-OF-WAY
ZANX-JON GL13W TAYLOR PE
FILE, WMC-f'-BASS

PROPOSED
' PROPOSED PIER
8 WIDE PROPOSED WALKWAY
QUEING PUMPOUT
DOCKS
PROPOSED
FUELING
U.
Z
. < PROPOSED NEW
U- -? BULKHEAD APPROX.
0 0 317 FT. LONG
r UJ PROPERTY
O PROPOSED LINE
a_ FUEL PUMP
O
o a_ {-- 65 FT ---I (- 30 FT.
1 PROPOSED
28'
37
F-
0 $(0, 1 1 1111 11 LL_
48' o 'log I
o PROPOSED
o CONCRETE PAD
FOR LAUNCH
WELL AND BOAT
WASH DOWN
?---- 76 FT. 210 FT.
PROPOSED NEW
BULKHEAD APPROX.
317 FT. LONG
0 50
GRAPHIC SCALE 1" = 50'
OWNeR/APPLICANT, PROPOSE> CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES DIMMIONED LAYOUT PLAN DRYSTACK FACILITY AND BOAT LIFT
,
DBA, WILMINGTON MARINE CENTER FOR moposm ww MARINA SLIPS, AND FLOATING DOCKS FOR
RELATIONAL. WATE CRAFr.
C/O W. SKIP FRY DRYSTACK FACILITY
IN WILMINGTON MARINE CENTER
ALITl KWIZED AGENT
ZANDEJON GL E Y TAYLOR
M
PE CN CAPE FEAR RIVER
,
,
GO M2. CRAIG PAWLYK COUNTY OF- NEW HANOVER

ADIACENT PROPERTY OWN ER&
WILMINGTON MARINE CENTS 2
STATE
Cr- C
- NC
DATE o
D NATIONAL. GYPSLM CO. MARINA REVISED DAT5
2) ML ARNOLT. QNC SI-EET- 16 OF 71
Z/Me-JUN GU3= TAYLOR PP.
Fa.5 WIv1Cf-BASE
CAPE FEAR RIVER -
- 22'
134' 11'
-- PROPOSED
8' X 134' o FINGER PIER
_ os
WALKWAY
---PROPOSED
N
PROPOSED 4 X 34.5
_ 8' X 278' FINGER PIER
` PROPOSED FOR BOAT
PROPOSED FINGER PIER/
4' X 25' 4 X 25 WALKWAY LIFTS (TYP.)
_FINGER PIER - FINGER PIER
PROPOSED FIXED PIER CLIENT VA WA PROPOSED y?
8' X 100'
/ PROPOSED PROPOSED FINGER PIER/
oA 8' X 156' 4' X 25' WALKWAY
FINGER PIER/ FINGER PIER
e? WALKWAY - COASTAL
WETLAND
f _
NORMAL y;;
LTOP'F BANK
HIGH - -
WATER

PROPOSED PROPERTY
LINE
8' X 152'
FINGER PIER/
WALKWAY
0 60
GRAPHIC SCALE 1" = 60'
OWN32/APPUCANT,
PORT CAP FEAR ASSOCIATES,
DIMENSIONAL LAYOUT PLAN PROPOSED CONSTRUCT COVER®
DRYSTACK FACILITY AM BOAT LIFT
D84 WILMWGTON MAZU E CENTHZ FOR PROPOSED NEW MARINA SlJn AND FLOATM DOCKS FOR

C/O MR. SKIP FRY RE
CREATIONAL WATERC2A r.

AIJIMIZED AGENT FIB PIERS WITH BAOT LIFTS N wILmmTON MARNE cEM32
ZMX-JON GLEMY TAYLOR. PP. WC, CAPE FEAR RI

C/O M1Z CRAIG PAWLYK CC
AN ?
r ? t?N ?
ADJACENT PROPERTY o WILMINGTON MARINE CENTER STATE 09

U NATIONAL GYPSLM CO.
MARINA DATE,
09/29/04
2J=V62D DATE
2J Ml ARNOLT, M SiEET- U OF V
ZANDEJON GISSZY TAYLCR PM
FIL5 WMC41BASE

HATCHING VINDICATES
EXTENT OF PROPOSED
DREDGING BELOW MHW
\(APPROX. 3,519 CY)
1
CROSS HATCHING
INDICATES EXTENT
OF PROPOSED
HIGHGROUND
EXCAVATION IN.
THE LAUNCH WELL
(APPROX. 362 CY) !
PROPOSED
QUEING DOCK
WETLAND
LIMIT
PILES.-(TYP.)
E . _p
,I PROPOSED`
QUEING
DOCK -- -----
TOP OF
BANK
,y --- COASTAL
WETLAND
. miry .? O,p
ray'
,ill, --
I
PROPERTY 1
LINE \
/ \ `I
-tel.
PROPOSED NEW
BULKHEAD
(APPROX. -317 FT.)
PROPOSED
CONCRETE
NOTE:
TOTAL VOLUME OF UPLAND EXCAVATION IS APPROXIMATELY
3,882 CY. (362 CY FROM LAUNCH WELL AREA + 3,520 CY
FROM DRYSTACK AND PARKING AREA) 0 40
GRAPHIC SCALE 1 " = 40'
OWNS?/APPLICANT, CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, PROPOSED LIMITS OF SLPSTAD FACILITY DO BOAT LIFT
DBA, WL MMTON MARINE C8 TER ?. ATIBOATING DOCKS FOR
C/O MZ SKIP FRY EXCAVATION AND DREDGING RECRE AnoNA1. WATERCRAFT.
AUTI-IORIZFD AGENT, IN LALNCH WELL N WILMINGTON MARINE CENTER
W/O N CQJERQY RAIG TAYLOR. PP. INC. OM C CAPE F- FEAR NEW IRIVER
HOVER
CIO MR MZ . CRAIG PA PAWI.YK COUNTY WILMINGTON MARINE CENTER STATE OF- NO
AD.IACB?lT PROPB?TY OWN3ZS? MARINA DATE 09/29/04
U NATIONAL GYPSUM CO. REVISED DATE
21 RL ARNOLT, ENC. S1-EETI 18 OF 27
ZAMM-_CN C_ffi4Y TAYLM PE
FILE WMC-P-E ASE
J? --- CROSS HATCHING INDICATES _
_PROP_OSED APPROXIMATE EXTENT OF
-- QUEING DOCK PROPOSED HIGHGROUND .4
_ EXCAVATION IN THE AREA
c? OFF THE DRYSTACK BUILDING
AND PARKING AREA ---COASTAL 4
---(APPROX. -3,520 CY) --WETLAND - "
o PROPERTY
a-
' ?` LINE
o? PROPOSED.NEW Ilk
a BULKHEAD
u? - - --
-PROPOSED;
L, 4-I 1-
/" r II(-L-fj.l?ll?l ,II,I; ,'II!?I lill'Ii';ill
• '. ? T I r, ? ; ? It! fil-' ? I I I L I , ? I It;•? I ---•- _ --
I -•-??'. _.?--
i t i I, I i? ' I ' I' I! I I I I I' I •:, 1 ---?__? f ?
t- ? i
I I I I'J !)-?I ! ?' I III Lu ---i ---
_ 't -t• I -i- -F•?a--??,-t- r •(.
I [?
T12,{,,, _-?-PARKI•htq---- I
J. i 1 ?I I J I' I ! I' I I! I I -- ' j
1?i ?tl+i I r I I I r ? 1 Tai •---• f\Erj_1ti-
_ - - _ I•.,I,I,I,?;!li? ?'i!II' I'I!I'' ?---- {--1.--1 .
PROPOSED
CONCRETE ''--_ -------- 1
o IWY .. VIII / _
o III o
0
EXISTING J HIGHGROUND TO BE EXCAVATED TO
DOCK (TYP) APPROXIMATELY +9' MLW TO
FACILITATE PLACEMENT OF DRYSTACK
BUILDING AND PARKING AREA
NOTE:
TOTAL VOLUME OF UPLAND EXCAVATION IS APPROXIMATELY
3,882 CY. (362 CY FROM LAUNCH WELL AREA + 3,520 CY
FROM DRYSTACK AND PARKING AREA) 0 60
GRAPHIC SCALE 1 " = 60'
OWNS?/APPLICANT, PRCIPOSED CoNr'STQLCT COVERED
PORT CAP FEAR ASSOCIATES. PROPOSED LIMITS OF DRYSTACY. FACILITY AND BOAT LEFT
DBA, WELMNGTCN MARINE Ca E 2 SLIPS. AND FLOATNG DOCKS FOR
D(CAVATION AT RELATIONAL WATE RCRAFr.
C/O W. sKlP FaY
AUTHORIZED AGENT, DRYSTACK AREA N WILMNGTON MARNE CENTER
WW RIVER
OI fY O CAPE FEA2
ZA JON CGLIEWY RAIG TAYLOR. PF. WC. ON
W HANOVE R
C/O /o W. CRAIG PA PAWLYK WILMINGTON MA21 E CENTER STATE OF NO
ADJACENT PROPERTY OWN32S? MARINA DATE 09/29/04
U NATIONAL. GYPSW CO. REVISED DATE=
2) Ml ARNOLT, Na SHEET, 19 OF 27
ZAADE-JON CLAY TAYLCQ PZ
FIL5 WMC-P-BASE

LEGEND
O BOAT LIFT
SLIP NUMBERS
O WET SLIP
NUMBERS
PROPOSED
QUEING/PICK UP
FLOATING DOCK
PROPOSED
FIXED PIER
WITH BOAT
LIFTS
O O
/18
PROPOSED
BOAT LIFT
SLIP (TYP.)
WPROPOSED
WET SLIPS
(TYPICAL)
PROPOSED FIXED
PIER WALKWAY
(TYPICAL)
0
PROPOSED
BULKHEAD
0 60
GRAPHIC SCALE 1" = 60'
OWN 5UAPPLICANT, PROPOSED CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, PROPOSED DRYSTACK FACILITY AND BOAT LFT
DBA, WILMWGTON MARINE CaM3Z BOAT LIFTS AND SUPS. AND FLOATWG DOCKS FCR
RECREATIONAL WATERCRAFT.
C/O MR. SKIP FRY
AUPNORIZED AGENT, WET SLIPS LAYOUT PLAN N WILMWGTON MA12M CeM5Z
ZAADE-JON GLE02Y TAYLOR. P.E. ON CAPE FEAR RIVER
C/O MR. CRAIG PAWLYK COIMY CF NEW PAMVE32
ADJACENT PROPOM OWN5M WILMINGTON MARINE CENTER STATE OF NO
DATE 09/29104
U NATICNAL GYPSW CO. MARINA REVISED DATE
V M.I. ARNOLT, INC. SHEET, ZO OF 27
ZANO-JON QJ5= TAYLOR PL'
FILE WMC-P-BASE
EDGE OF FEDERAL CH?NEL
FEDERALLY MAINTAINED

SHIPPING CHANNEL U
C)v
r -'

7
! a
°
CAPE FEAR RIVER ?
!
a
0
s
aQ
O
WIDTH OF CAPE FEAR RIVER i 0 11 0
rr
o
v AT THIS LOCATION IS o Iwo
o o -'
Z
w co

'q
Z APPROXIMATELY 3,500 FT. L' M
. Z
O
¢
•z Z
N
O
a Z w
l ?Q

I Z
J

u
a aw
wQ Q. U
? O

wZ! Q
Q Q
I J
W?
c=i ? c 3 W Q
• ?- L a Il
i 1 ?L
O J
EXISTING GROIN PILES Z
Q

? O
i'j
?U WS
PREVIOUSLY PERMITTED
! W U U
ENTRANCE CHANNEL O Q Q
1 ! Lle- 2 F
0ckf
2
I UZ _
pW

Q
? fn 0
V
PROPOSED '
Q NEW DOCKS

PROPOSED NEW \
. ,.
LAUNCH WELL
a
PROPOSED
NEW DRYSTACK
PROPERTY
r 0 300
LINE
GRAPHIC SCALE 1 " - 300'
OME R7APPLICAdNT, RIPARIAN CORRIDOR PROPOSED CONSTRIXT COVERED
PORT CAP FEAR ASSOCIATES. PREVIOUSLY PERMITTED SLIPS, AND FLOATING DOCKS FOR DIZfSTACK FACILITT AND BOAT LIFT
DBA, WU.MWGTON MARINE CENTER
RECREATIONAL WATERCRAFT.
C/O MZ SKIP FRY ENTRANCE CHANNEL
RIZE? AG7=Nt? W WILMINGTON MARIE CENTER
ZA D1= JON GU6Ri?Y TAYLOR, PE. WC,
C/0 U ON CRAIG PAWLYK
DISTANCE TO FEDERAL G-IAIV? ON CAPE FEAR RIVER
Y of ?EW ? ,OVER
ADJACENT PROPERTY O STATE OF, NC
MER&
D NATIONAL GYPSth+ CO. WILMINGTON MARINE CENTER DATE oDATE-
REYIS® DATE
2J Ml ARNOLT, Na MARINA SST, 21 OF 27
ZATDM-JON QJ5= TAYLOR PL'
FILE WMC4?-BASE
FIELD COAT ALL CUTS
WITH KOPPERS 50
MARINE SEALANT
OR APPROVED EQUAL
2X10 PILE CAP
41
2X6 DECKING
2X10
r STRINGER
I I (TYPICAL)

24" MAX
+7.5 FT. MLW
2 - 3/4" SS TYPE
304 BOLTS
MHW (+4.24- MLW)
0.0 (M LW)
TIMBER PILE
EXISTING BOTTOM
(ELEV. VARIES)
4 FT WIDE
SECTION A-A
NOT TO SCALE
NO SCALE
OWNER/APPLICANT, PROPOSED CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES PROPOSE- DRYSTACK FACILITY AND BOAT LIFT

DBA, wILM
MARINE ce?r>sz
RNGER PIE2 DETAIL SLIPS, AND FLOATWG DOCKS FCR
RECREATIONAL WATE2CRAFT

KIP
GO W. SKIP Fi FiZY
.
W WILMMTON MARINE CENTER
AUTHORIZED AGENT,
ZA
TAYLOR, P.E. W. ONl FEAR
CAPE
R
RIVER
/O MR. CRAIG
GO M2. CRAIG PAWLYK COLNTY
OF' NEW
?IANOVE32

PROPERTY OWNS
WILMINGTON MARINE CENTER SPATE Or- W
DATE 09/29104
DATE,
IJ NATIONAL GYPSLM CO. MARINA REVISED DATE
2J Ml ARNOLT. Na SHEET, 22 OF 27
ZANX-JON RAT TAYLOR P2_
FILE- WMC-P-BASE

EXTERIOR
STRINGER
3X10 PILE CAP
FIELD COAT ALL CUTS
WITH KOPPERS 50
MARINE SEALANT
OR APPROVED EQUAL
3X8 CROSS BRACE
AS NECESSARY
8'
2X6 DECKING 3X10 STRINGER -
F ALTERNATE SPLICES
-- 24" MAX [---

L BLOCKING
BETWEEN
CROSS BRACES
NO. 2 SYP-MARINE GRADE
2.5 CCA
(TYPICAL-6' AND 8' OPTIONS
TIMBER PILE

+7.5 FT. MLW
2 - 3/4" SS TYPE
304 BOLTS
MHW (+4.24' MLW)
2 - 3/4" SS TYPE
304 BOLTS
(TYPICAL)
- 0.0' (MLW)
EXISTING BOTTOM
r(ELEV. VARIES)
8FT WIDE
SECTION B-B
NOT TO SCALE
NO SCALE
OWNER/APPLICANT, PROPOSES CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES. PROPOSE DRY'STACK FACILfTT AND BOAT LIFT
DBA, WILMNGTCN MARINE CENTER SLIPS. AND FLOATWG DOCKS FOR
C/O MR. SKIP FRY FIXED PIE? DETAIL RECREATIONAL WATERCRAFT.
AUTHORIZED AGENT, INF WILMINGTON MARINE CENTER
ZANDEJCN GLERRY TAYLOR. PF. INC.. Ot4 CAPE FEAR RIVER
C/O MR. CRAIG PAWLY'K COLNTY OF- NEW NANOVER
AD.IACE T PROPI3ZT>' OWNER& WILMINGTON MARINE CENTER STATE OF NO
DATE 09/29/04
U NATICNAL GYPSLM CO. MARINA REVISED DAT5
2J Ml ARNMT, Na SST- 23 OF 27
ZAI DEJCN G.63ZY TAYLOR PE
FILE WMC-P-BASE

8'
2" X 6" DECKING
2" X 10" OUTER
FRAME
2" X 8" INNER
FRAME
WATER LINE
APPROX. EXISTING BOTTOM
ELEV. = -3.83 FT. MLW.
PERMITTED POST-DREDGE
BOTTOM ELEV. _ -8 FT. MLW.
8 FT WIDE
SECTION C-C
NOT TO SCAM
02421APPLICANT, PROPOSE CONSTRICT COVERED
PORT CAP FEAR ASSOCIATES, OPO D DRYSTACK FACILITY AND BOAT UFT
DBA, WILMWGTON MARINE CENTER
SUPS, A
DOCKS FOR
FLOATNG

C/O MR. SKIP FRY
FLOATING DOCK DETAIL
TI AL WATER
oNAL CRAFT.
RECREATION
AL
AUTHORIZED AGENT, IN WIUVINGTON MARINE Caa52
Z
ON
GLEWY
TAYLOR, P F_ NC, ON
FEAR
RIVER
/O IVI
RAIG PA
C/0 MR. CRAIG PAWLYK
C =WY Or-
NEW I-IANIOVER
AD.IACENT PROPERTY OWN5Z& WILMINGTON MARINE CENTER STATE OF, NC
DATE 090104
D NATIONAL GYPSI.N CO. MARINA REVISED DATE
2) M.L ARNOLT, NC. SI-lEETl 24 OF 27
ZArDEJON GLOUT TAYLOR Pg.
FILE WMC-P-BASE

FLOATING
DOCK
(8-WIDE)
PILES
(TYP.)
MHW = +4.24' MLW
0.0 MLW
TOP OF CONCRETE SLAB FOR
NEW HOSE-DOWN AREA AND
LAUNCH WELL, AND TOP ELEV.
OF NEW CONCRETE BULKHEAD
(ELEV. = +9 FT. MLW)
MATERIAL TO
BE EXCAVATED
(HIGH GROUND)
FLOATING
MATERIAL TO DOCK
BE EXCAVATED EXISTING (8- WIDE)
(LOW GROUND) GROUND _\
PROPOSED
CONCRETE 4 0 It\- L BULKHEAD
LAUNCH WELL BASIN
EXCAVATE TO -8' MLW
SECTION D-D
NOT TO SCALE

MATERIAL TO
BE EXCAVATED
(LOW GROUND)
OWPER/APPLICANT, PROPOSED CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES, PR DRYSTACK FACILITY AW BOAT LIFT
DBA, WILMINGTCN MARINE CaM R SUPS. AND FLOATLNG DOCKS FOR
GO MR. SKIP FRY LA 14CHWaL SECTION RECREATIONAL WATERCRAFT.
AUTHORIZED AGENT, IN WLMWGTON MARM CENTM
ZANDE-JON GLERRY TAYLOR. PP. INC. ON CAPE FEAR RIVER
C/O MR: CRAIG PAWLYK COUNTY OF NEW PANOVER
ADJACENT PROPERTY OWN22 WILMINGTON MARINE CENTER STATE OF NO
U NATIONAL GYPSLM CO. MARINA REVISED DATES
2) Ml ARNOLT, Na SHEET, 25 OF 77
ZATDE•JON OUESMY TAYLOR PP.
FILE WMGP-BASE

APPROX. ELEVEVATION OF TOP
OF PROPOSED DRYSTACK
BUILDING = 56.5 FT. MLW
TOP OF PROPOSED CONCRETE SLAB
FOR NEW HOSE-DOWN AREA AND
LAUNCH WELL, AND TOP ELEV. OF
PROPOSED CONCRETE BULKHEAD
(ELEV. = +9 FT. MLW)
APPROX.
47.5'
PROPOSED
FLOATING
DOCK (8' WIDE)
MATERIAL TO
BE EXCAVATED
PROPOSED ABOVE MHW
DOCK PILES
(HIGH GROUND)
()
MATERIAL TO
BE EXCAVATED EXISTING
GROUND
ABOVE MHW
(HIGH GROUND)
MHW - +4.24' MLW _ FINISH ELEVATION
I OF TOP OF FLOOR
IN DRYSTACK TO
0.0' MLW -^-- PROPOSED BE +9.2' MLW.
I CONCRETE
LAUNCH WELL BASIN BULKHEAD

PROPOSED MATERIAL TO
NEW BOTTOM BE EXCAVATED
EXCAVATED BELOW MHW
TO -8' MLW (LOW GROUND)
SECTION E-E
WT M
PROPOSED
DRYSTACK
BUILDING
OWPH21APPLICA92 PROPQM? CONSTRUCT COVERED
PORT CAP FEAR ASSOCIATES. PROPOSED DRYSTACK FACIUTY AND BOAT LIFT
oea WLW4GTCN . SKIF` MARIPE CENTER DRYSTAC K BUILDING RECREATIONAL AL WATERCRAFT. SLIPS. C/O Al1Tl-Io MR. MR?RCRIZE :-D D AGENT: ET? ELEVATION w WILMWGTCN MARINE Ca4TBR
ON CAPE FEAR RIV62
ZA/O CRAIG PATAYLOR. PE. PJC. COlM7 OF- NEN PNJOVER
C/O NR ARZ. C CRAIG PWLYK STATE OF, NO
AD lACEiVT PROPERTY oWf?H?S? WILMINGTON MARINE CB?lTBZ DATE 09/29104
U NATICNAL GYPSLM CO. MARINA REVISED DATE
2) RL AQN0LT, INC S•?ETI 26 OF 27
.,? vti1 n ¦m y TA" fb OF
------ FILE VYMC-P-BASE

of Unncr rivrn oiro
?-
I
B'
T
PILE (TYP)
ELEV. OF
FIXED PIER
= +7.5' MLW
(SEE SHEETS 22 & 23)
BOAT LIFT (TYPICAL) PLAN VIEW
NOT TO SCALE
?r)AT
OF BOAT LIFT PILES
ELEV. +13 FT. MLW
'ATER LINE
BOAT LIFT (TYPICAL) SECTION VIEW
NOT TO SCALE
OWNB2/APPLICANT PR0PCcZD CONSTRUCT COVERED
PORT CAP FEA12 ASSOCIATES. PROPOSED DRYSTACK FACILITY AND BOAT LIFT
IL MWRIPE CENTER SLIPS. AND FLOATING DOCKS FOR
DBA, MWGTON FRY BOAT LIFT DETAIL RECMATIONAL WATERCRAFT.
C/O W M IL SKIP M
p?lTl-?QRIZ>? Y PLAN AND SECTION DRAWINGS 0 WILM1113TON MARM CE31 E AGENT, ON CAPE FEAR RIVER
ZANX-JON GLIERRY TAYLOR. PF. M C014TY OF, NEW PAMVER
C/O M Z CRAIG PAWLYK STATE OF NO
ADJACENT PROPERTY OWNBZS, WILMINGTON MAJ21 E CENTS? DATE 09/29/04
U NATIONAL GYPSLM CO. MARINA REVISED DATE
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FILE WMC-P-BASE
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 19, 2005
Regulatory Division
Action ID No. 200500356 and State Permit No. 128-98 p ?' (,' a t! O
JUL 2 2 1005
Port Cape Fear Association, DBA (Wilmington Marine Center) DENR-WATER QUALITY
3410 River Road ETIRMSAN0sTOP191 ATER6MZH
Wilmington, North Carolina 28412
Dear Madam or Sir:
Reference your application for a Department of the Army permit to construct a full
service dry stack facility with a harbormasters office and parking lot, fixed piers, finger piers,
floating docks, boatlifts, wet slips, excavated launch well with new dredging, concrete bulkhead,
and a storm water detention pond located at the existing Port Cape Fear Marina/Wilmington
Marine Center facility, adjacent to the Cape Fear River, 3410 River Road, in Wilmington, 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,
Henry Wicker
Regulatory Project Manager
Enclosure
Copies Furnished without enclosure:
Mr. John Dorney i, /
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
1237 Cardinal Drive Extension
Wilmington, North Carolina 28405
2