20050239 Ver 2_Wilmington Marine Center Expansion_20080618

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Z74 0 0 A 65
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
June 17, 2008 p 14 @INf Wr-, D
MEMORANDUM.
JUN 1 8 2008
TO: Cyndi Karoly, Supervisor DENR-WATER QUALITY
401 Oversight & Express Permits Unit WETLANDS ANDSTQRMWATERBRANCH
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Port Cape Fear Associates / Wilmington Marine Center Expansion
Project Location: 3410 & 3610 River Rd, adjacent to Cape Fear River, in Wilmington, New Hanover Co.
Proposed Project: to expand and develop their existing marina basin
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 11, 2008. If you have any questions regarding the proposed project,
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.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT - Proposed Permit Modification
APPLICANT'S NAME: Port Cape Fear Associates DBA Wilmington Marine Center c/o Skip Fry
2. LOCATION OF PROJECT SITE: 3410 and 3610 River Road, adjacent to the Cape Fear River, in Wilmington,
North Carolina.
Photo Index-2006: 204-6654; I-K, 12-17 2000: 204-207; D-G, 1-7 1995:14-147; I-M, 12-17
State Plane Coordinates - X: 2317753 Y: 154433 Rover File No.- 0-112711A
Latitude: 34°10'10.89617"N Longitude: 77°56'58.57753"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/6/07 and 11/27/07
Was Applicant Present - Yes (agents)
5. PROCESSING PROCEDURE: Application Received - 6/5/08 (completed)
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 - Municipal sewer
(F) Type of Structures: Existing - Full service marina and repair facility, offices, parking, and diked spoil
area.
Planned - Expand an existing marina basin into highground with associated
bulkhead, fixed piers, floating docks, launch ramps, a full-service dry-
stack marina facility buildings, parking lot, and a stormwater detention
ponds.
(G) Estimated Annual Rate of Erosion: N/A
Source : N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER

(A) Vegetated Wetlands (Section 404) 17,249.76 sq. ft.
(0.396 acres) 3,484.8 sq. ft.
(0.08 acres)
4,980 sq. ft.
(Shaded)
(B) Non-Vegetated Wetlands - 35,917 sq. ft.
Open Water (Incorporated)
827,640 sq ft.
(C) Other - Highground disturbance (19 acres) 37,589 sq. ft.
(.86 acres)
(D) Total Area Disturbed: 926,860.56 sq ft. (21.28 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No Resource
S. PROJECT SUMMARY: The applicant proposes to expand an existing marina basin into highground with
associated bulkhead, fixed piers, floating docks, launch ramps, a full-service dry-stack facility, marina buildings,
parking lot, and stormwater detention ponds.
Port Cape Fear Associates, dba Wilmington 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 and 3610 River Road, in Wilmington, NC, in New Hanover County. The facility consists of an inland basin,
measuring approximately 700' in length by 300' in width, and 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
riprap. The basin is connected to the Cape Fear River by an access channel, approximately 2,200'in length by 100'in width.
The surrounding highground currently includes a service/repair building, office, parking, and a dedicated, and diked spoils
disposal area. The property varies in elevation from 4' to 9' above mean sea level (MSL). The applicants maintains their
existing CAMA Major Permit No. 128-98 for continued maintenance excavation of the marina basin, measuring 700' in
length by 250' in width (5.74 acres) with a final project depth of -8' at mean low water (MLW), and entrance channel,
measuring 2,220' in length by 100' in width with a final project depth of -8' at MLW. The applicant received a major
modification to State Permit No. 128-98 to allow for the construction of 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. Work authorized under this modification was primarily on and adjacent to
the northern side of the existing access channel to the basin, which was authorized on May 19, 2008 and is due to expire on
December 31, 2008. State Permit No. 128-98 authorizes a maximum of 115 boat slips at this location, which includes slips
within the basin and the authorized slips located on the Cape Fear river. The application states that no work has taken
place under this last modification due to uncertainty regarding the alignment of the planned "Skyline" bridge.
Upland vegetation on the northern end of the existing marina facility consists of shrub type plants, wild grasses and Section
404 type vegetation such as Marsh Elder (Iva frutescens) and Grounsel-bush (Baccharus halimifolia). This tract exhibits
coastal wetlands along the river consisting primarily of Giant Cordgrass (Spartina cynosuroides) and Smooth Cordgrass
(Spartina alterniora). The 27.3 acre tract located adjacent to the south of the existing marina facility remains mostly
undeveloped. The application states that a Port Cape Fear Associate member owns this tract. There is an existing building
and associated parking area for a crane rental company. Upland area consists of forest vegetation, including: Live Oak,
Laurel Oak, Magnolia, Pine, Maple, Cedar and Sweet Gum. Understory vegetation consists of Red Cedar, Wax Myrtle and
Baccharus. Waterward of the highground and the interior portion of the property the vegetation transitions into Section 404
type wetlands. The application states that the northern half of the marina basin was delineated and approved under ACOE
Action ID# 200500614 and the southern half of the marina basin, and within the currently proposed work, were reviewed
and approved under ACOE Action ID# 200500614. The vegetation transitions into high marsh consisting of coastal and
Section 404 type wetlands within the interior portion and shoreline of the property are Section 404 Jurisdictional wetlands
including: Cattail (Typha sp.), Giant Cordgrass (Spartina cynosuroides), Wax Myrtle (Myrica cerifera L), Marsh Elder (Iva
frutescens), Grounsel-bush (Baccharus halimifolia) and Common Reed (Phragmites australis) and Smooth Cordgrass
(Spartina alterniora) (See page 6 of 17).
The Cape Fear River is approximately 7,000 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), but was determined as nonfunctional by the NC 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 No. 128-98 to allow for expansion of the
existing marina basin into highground with associated bulkhead, fixed piers, floating docks, launch ramps, a full-service
dry-stack marina facility buildings, parking lot, and stormwater detention ponds. The application states that the expansion
of the marina would incorporate the undeveloped southern portion of the property and also the adjacent property to the
south, which is owned by a Port Cape Fear Associate member. The total area for expansion would be approximately 27.3
acres, which 4.3 acres would be included for the new upland basin portion of the project. The final project depth would be
-8'@ MLW, which would combine into the existing basin's existing water depth. The application states that predicted
dissolved oxygen (D.O.) for the new basin would meet the 5.0 mg/L standard based on the tidal amplitude in this area.
Port Cape Fear Associates, dba Wilmington Marine Center
Page 3
The application states that approximately 146,00 cubic yards of highground material would be removed and placed on a
permanent spoil location with dimensions of approximately 37,589 sq. ft. located on the southern end of the project area.
Another temporary disposal location would be approximately 2.3 acres in size, which would be for the initial excavation.
The decanted water from the spoil would be returned to the existing basin and a silt curtain would be installed at the mouth
of the basin, adjacent to the river during the process. The application states the capacity of the disposal areas would be
maintained by selling the material as necessary and that a mining permit would be submitted. The application states that
land-based equipment such as backhoes and bulldozers would be utilized for the work. The application also states that an
earthen plug would remain at the interface of the existing basin and the newly expanded basin during excavation (See sheet
13 of 17). The application states that a new 2,067 linear foot bulkhead would be constructed to stabilize the newly
excavated basin. The application also states that 0.396 acres of Section 404 wetlands would be impacted for the basin
expansion and another 0.08 acres of Section 404 wetlands would be incorporated for the portion of the new bulkhead with
its associated backfill and tie-back anchor systems, which would be located along the southern end of the new basin (See
sheet 12 of 17). The application proposes to mitigate for the Section 404 impacts. The application states that the applicant
is proposing to purchase 1.0 acre of wetland mitigation credit from the N.C. Ecosystem Enhancement Program (EEP).
A new boat ramp would be installed within the southern end of the new basin, which would measure approximately 100' in
length by 35' in width with a slope of 8:1. The application states that a 100' in length by approximately 6' in width
floating dock would then be installed on the western side of the boatramp, which would be used as a transient dock
(See sheets 12 of 17 and 15B of 17).
The application states that the existing docking structures located on the southern end of the existing marina basin would be
removed prior to construction and construction of new docking structures would accommodate an additional 137 vessels. A
floating dock, measuring approximately 570' in length by approximately 6' in width would be installed along the
waterward side of the new bulkhead located on the eastern side of the new basin. This floating dock would provide access
to three of the proposed dock spines (Dock B, C and D). The fourth proposed dock spine (Dock A) would be located
waterward of the existing marine service building (Building F) and existing bulkhead. An access ramp and floating dock,
measuring approximately 90' in length by 6' in width would then lead onto a fuel dock, measuring 153' in length by 12' in
width would be located along the new bulkhead located on the southern side of the new basin, adjacent to the new
boatramp and transient dock. Between the fuel dock and the new bulkhead would be a 25' in length by 25' in width "open
dock office". The fuel dock would then lead onto a new floating dock, measuring 710' in length by 6' in width would be
installed along the waterward side of the new bulkhead located on the western side of the new basin. The application states
that this would be a side-to dockage (See sheet 10 of 17).
The following is a further description of the project and the proposed structures aforementioned (Sheet 11 of 17):
1. Dock A (Northern end of marina new basin):
• 227' in length by 8' in width.
• 10 finger piers (40'-75'in length by 5'-6' in width) five (5) oriented on each side of dock.
• All finger piers would be 45'apart with mooring pilings between them.
• One (1) T-head transient dock 148'in length by 8' in width located at the terminus of dock.
• 22 slips total.
2. Dock B:
• 348.5'in length by 8'in width.
• 17 finger piers (35'-50'in length by 5' in width), eight (8) oriented on the southern side, nine (9)
oriented on the northern side of dock with mooring pilings between them.
• 8 (eight) finger piers would be 40'apart and 11 finger piers would be 30'apart.
• One (1) T-head transient dock (118' in length by 9' in width) would be located at the terminus of pier.
• 38 slips total.
Port Cape Fear Associates, dba Wilmington Marine Center
Page 4
3. Dock C:
• 297.5' in length by 8' in width.
• 15 finger piers (35'-40'in length by 5'm width) eight (8) oriented on the southern side, and seven (7)finger
piers oriented on the northern side of dock.
• Eight (8) finger piers would be 45' apart, nine (9) finger piers would be 4 Papart and four (4) finger piers
would be 30'apart with mooring pilings between them.
• One (1) T-head transient dock (110 feet in length by 9 feet wide) would be located at the terminus of pier.
• 34 slips total.
4. Dock D:
• 169' in length by 8'in width.
• Five (5) finger piers (35'in length by 5'-8' in width) of which, six (6) would be oriented on the northern
side of dock with mooring pilings between them.
• 12 finger piers would be 30' apart.
• 16 slips total.
A new dry stack facility (Building D), measuring 260' in length by 240' in width by 45' in height would be constructed on the
southern end of the project area and would provide a storage capacity for 400 vessels. A dock master office (Building I) would
also be constructed adjacent to the dry stack building, measuring 25' in length by 25' in width. A two-story clubhouse
(Building G) would also be adjacent to the dry stack building, measuring 100' in length by 80' in width by 36' in height. A
restroom area of 800 sq. ft. (Building H) would be included adjacent to the clubhouse. Located on the southern side of the dry
stack facility would be an office building (Building E), measuring 160' in length by 70' in width by 30' in height. This building
would be two-story with parking underneath. These proposed buildings and docks would have associated parking areas to
accommodate approximately 235 vehicles including 2 handicapped parking spaces (See sheet 7 of 17).
An above ground fuel tank, measuring 27' in length by 8.5' in width to serve the fuel dock, would be installed on the western
side of the dry stack facility, outside the Coastal Shoreline 30'buffer area. Capacity of the tank would be approximately 10,000
gallons. The applicant proposes the construction of a stormwater detention pond to be located between the proposed dry stack
facility and the permanent spoil disposal area. The pond would be on the landward side of the marsh located on the western side
of the project area. Another pond (aesthetic pond) would be constructed on the waterward side of the proposed clubhouse. A
416 linear feet keystone retaining wall would stabilize the eastern side of the pond adjacent to the dry stack building and another
514 linear feet keystone retaining wall would be constructed on the eastern side of the dry stack building (See sheet 7 of 17).
The application states that three (3) access walkways would be constructed and elevated over the coastal and Section 404 type
wetlands area between the newly created marina basin and the clubhouse building. Two (2) of the walkways would lead onto an
access walkway located on the landward side of the new bulkhead of the basin. One of these walkways would lead onto an
uncovered platform over highground, just before leading onto the 6' wide access walkway around the basin. The third and
shortest walkway would connect to the dock master building. The application also states that a gazebo would be constructed
adjacent to the 6' access walkway, which would be located on the southern side of the existing entrance channel. The gazebo
would be located entirely on highground outside the 30' coastal shoreline buffer (See sheet 7 of 17).
The application states that new buildings would also be proposed around the existing marina facility. A marine service building
(Building C) would be located adjacent to the existing launch well, with a total area of 5,025 sq. ft., which would be 26' in
height. A two-story office/retail building (Building A) would be located on the northern side of the access channel to existing
marina basin. This building would replace the previously authorized dry stack building and launch well under State Permit No.
128-98. This building would have an associated parking area with approximately 80 parking spaces and restroom facility
(Building B) with an area of 600 sq. ft. The application states that the existing municipal water and sewage system would be
utilized for multiple connections.
Port Cape Fear Associates, dba Wilmington Marine Center
Page 5
10. ANTICIPATED IMPACTS
The proposed new basin expansion with bulkhead and associated backfill would disturb approximately 4.3 acres of an upland
area, which would incorporate approximately 0.476 acres (20,735 sq. ft.) of Section 404 wetlands. Approximately 146,000
cubic yards of highground material would be removed and placed on a designated highground area on the project site, in an area
of approximately 37,589 sq. ft. The proposed highground buildings with associated concrete and asphalt areas would create
347,017 sq. ft. of impervious area (7.96 acres), which would be 29% of the entire tract. The new basin would create 166,108
sq. ft. (3.8 acres) of new AEC. Of that new AEC area approximately 84,359 sq. ft. would be impervious coverage for parking
and access off River Road. The application states that the proposed impervious area within the new 75' Estuarine Shoreline
AEC would be 51%, which the expansion would require installation of an engineered, high density stormwater management
system. The proposed marina basin facility would create an additional 137 boat slips that would provide boating access to the
Cape Fear River. The proposed floating structures and boatramp for the basin would incorporate approximately 35,917 sq. ft. of
newly created Estuarine Waters and Public Trust Area. The three proposed access boardwalks would shade approximately 4,980
sq. ft. of Section 404 wetlands. 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. The applicant has submitted an application for
a stormwater permit through the N.C. Division of Water Quality on 12/27/07.
The application states that a State Stormwater Permit to the N.C. Division of Water Quality was submitted on 12/27/07,
and also states that a Sedimentation and Erosion Control Plan for the proposed upland development has been submitted. A
Section 404 wetlands delineation has been completed for both tracts and was approved by the USACOE (Action ID#
200300556 and # 200500614). Aforementioned, the application states that a mining permit would be submitted for the
disposal of the excavated material offsite.
Submitted by: Robb L. Mairs Date: 6/17/08 Office: Wilmington
Request for Major Modification of CAMA Permit #128-98
Wilmington Marine Center, Wilmington, NC
Project Narrative 4/9/2008
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Development History/Previous CAMA Permitting ' C-
In 1987 Port Cape Fear Associates purchased 16.65 acres between River Road and the Cape
Fear River within the City of Wilmington. The property is located south of the state port, in an area
that has been historically used for marine and industrial services. In 1992, the property was
developed as Wilmington Marine Center with the purpose of providing hurricane safe dockage and
marine services for large power yachts. An approximately 5,74-acre upland basin marina was
constructed with a dredged entrance channel in the river and a final basin depth of -8' MLW.
Several associated marine-service businesses leased sites around the marina and began providing
services including a haul out marine rail and service yard. Upland development covered
approximately 11.4-acres and the remaining acreage was undeveloped forest. Shoreline along
the marina basin and entrance channel was stabilized with a mix of concrete sheet pile, rip rap,
and natural stabilization. Several modifications to the original CAMA permit allowed for work such
as continued shoreline stabilizations and the addition of slips within the basin (see list of permit
actions provided below). In 2005, the upland basin marina contained approximately 79 large, wet
slips. At that time the need for smaller (30') boats was identified, and a major modification to the
CAMA permit was requested. The modification was granted and allowed for the addition of 58
open water slips ("River Slips"), dry stack storage on the northern side of the property, associated
parking, and a boat lift/drop zone. The 2005 modification remains valid until December 31, 2008.
None of the work authorized under that modification has been constructed due to uncertainty
regarding the alignment of the planned "skyline" bridge. It is notable that Wilmington Marine
Center was the first marina in NC to receive a Clean Marina designation and strives to maintain
good marina practices and provide environmental protection.
Permit Issue Date
Previous permit for the property CAMA Major Permit # 160-88
CAMA Major Permit #128-98 9/30/1998
Refinement of Permit #128-98 10/4/1999
Renewal of Permit #128-98 9/27/2001
Major Modification of Permit #128-98 3/11/2002
Renewal of Permit #128-98 12/12/2003
Major Modification of Permit #128-98 2005
Water Classifications, Zoning, and Adjacent Uses:
The Cape Fear River in this location is classified as "SC" by the NC Environmental Management
Commission and as Primary Nursery Area "PNA" by the NC Marine Fisheries Commission.
The property is located entirely within the City of Wilmington. The northern half of the property is
zoned "Commercial Services" and the southern portion of the property is zoned "Industrial". The
CAMA Land Use Classification is Urban, with wetlands being classified Conservation. Adjacent
land uses are industrial with National Gypsum (a sheet rock producer) being the adjacent riparian
landowner to the north and the City of Wilmington Wastewater Treatment Plant being the adjacent
riparian landowner to the south.
v
Currently requested Maior Modification: 0
Port Cape Fear Associates currently requests authorization to expand the marine center and 71
I-E
marina basin to the south of the existing development. Expansion would utilize the previouslyXn-
developed forested area and would incorporate an adjacent parcel to the south for a total site iea
of 27.3-ac. The parcel to the south is owned by a Port Cape Fear Associate member, and Z
although it has not been previously developed, it is currently utilized by a crane rental business-4
(Parcels R06400-001-001-000 and R07000-002-004-000 comprise the total site area). .Z
Specifically, the applicant proposes to:
(1) Expand the upland basin marina by 4.3-acres to a depth of -8' MLW for a total basin size of
10.04-acres.
(2) Remove existing slips at the southern end of the existing basin and add 137 new slips ranging
in size from 25' to 75' and available for lease.
(3) Construct 2,067-Ift of new bulkhead to stabilize the expanded basin.
(4) Construct a temporary boat ramp on the southern edge of the expanded basin with an
associated 100-Ift transient dock.
(5) Provide a 153-Ift fuel dock and additional fuel service.
(6) Construct a dry stack storage building with 400 dry slips.
(7) Construct associated parking
(8) Construct 2 retail/office buildings, 1 marine service building, a clubhouse, and a dockmaster's
office.
(9) Create a permanent diked spoil disposal area on the southern expansion boundary for both
initial and maintenance disposal capacity.
(10) Provide utility services.
(11) Install stormwater management and erosion control features.
Existing features:
(1) Existing slips in the northern half of the basin will remain (57 slips).
(2) Existing shoreline stabilization including rip rap and sheet pile on northern portions of the
existing basin (where expansion is not planned) will remain.
(3) The existing drop zones, rails, and maintenance services will remain.
(4) One existing marine service building will remain (Bldg F).
(5) Existing parking and impervious surfaces will remain, with improvements as required under a
state-approved stormwater management plan and city planning requirements.
(6) Renewal of authorization to construct the previously-approved open water slips (currently not
constructed) is requested.
(7) A maintenance dredging clause for the existing basin and entrance channel is also requested.
Environmental standards:
A 30' Coastal Shoreline buffer would be observed around the new basin, per NC CAMA standards,
and no new impervious cover would be placed in the created buffer. Excavation of the new basin
area would impact 0.476-acre of non-marsh, riparian wetland. The wetland impact is thought to be
necessary to create an open basin design that would not "bottleneck" flow or reduce flushing. The
wetland area to be impacted has apparently received stormwater run-off from River Road for
several years (through a stormwater pipe and easement) and may be partially created or expanded
from that discharge. A 20' impact zone behind the basin bulkhead is included in the impact total for
bulkhead installation and maintenance. There are no suitable areas for wetland restoration on site.
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Therefore, the ability to purchase 1.0-acre of wetland mitigation credit from the NC Ecosyst
Enhancement Program has been requested. Elevated, wooden boardwalks are proposed Pcggq 0 20?g
the wetlands to provide access to the marina basin from the clubhouse. These bgj6 alks will be
piling-supported, elevated a minimum of 3' above the wetland substrate, and have no e40LjV7/V0?
considered an impact.
Land Management Group sampled ambient water quality parameters in the Cape Fear River and
along this shoreline monthly from May 2006 to September 2006. Ambient data was utilized to run
the NC Division of Water Quality's dissolved oxygen model. Results predict that dissolved oxygen
levels in the expanded basin would met the 5.0 mg/L standard over a wide range of sediment
oxygen demand and ambient dissolved oxygen values, The average tidal range of 4.28' is
expected to maintain good flushing in the basin.
Construction Methods and Seauencina:
Expansion of the basin will be done with land-based equipment such as back hoes and bulldozers.
An earthen plug will remain at the interface of the existing basin and expansion area during
excavation. Spoil material will be placed in a diked, temporary spoil disposal area in the location of
the future dry stack building. Decanted water from the spoil will be returned to the existing basin
and a silt curtain will be placed at the mouth of the basin (at the river) during work. Dry spoil
material will remain stored in both the temporary and permanent on-site spoil disposal areas.
Capacity in the disposal areas will be maintained by selling the material as necessary.
Excavation of the permanent spoil disposal area and installation of all stormwater management
features will be completed first. Expansion of the basin and installation of the new wet slips,
temporary boat ramp, and fuel services would then be completed. Once the basin is complete and
all spoil material has been removed from the site, the temporary spoil disposal area will be
developed as the dry stack storage and associated buildings. The permanent spoil disposal area
will remain available for future maintenance dredging events.
Wetland and Coastal Marsh Delineations:
Jurisdictional "404 wetlands" shown on the plans in this application have been delineated by Land
Management Group and field-reviewed by the US Army Corps of Engineers. Wetlands on the
northern half of the marina basin were delineated and approved under ACOE Action ID #
200300556. Wetlands on the southern half of the property, and within the currently proposed work,
were reviewed and approved under ACOE Action ID # 200500614.
Coastal marsh limits, including a separation between freshwater and brackish marsh limits, were
delineated by Land Management Group and field-approved by NC Division of Coastal
Management staff on 11/27/2007.
Associated Permits:
A state stormwater management plan was submitted to the NC Division of Water Quality on
12/27/2007 by Tripp Engineering for review concurrent with this application.
A Sedimentation and Erosion Control plan has been submitted by Tripp Engineering for review
concurrent with this application.
A development plan has been presented to the City of Wilmington's planning department by Tripp
Engineering and is pending final approval from the City at the time of this application. The plan
shown in this CAMA application is consistent with plans reviewed by the City's Technical Review
Committee. Associated requirements including Conservation Overlay District requirements, zoning
consistency, and the use of water and utilities have been reviewed by the City.
A mining permit will be submitted by Tripp Engineering for disposal of the excavated material.
Multiple existing sewer connections will be utilized, no force main is currently requested, and no
state wastewater permit is expected to be required.
DCM MP-1
APPLICATION for a V U L'J
Major Development Permit
(last revised 12/27/06) DC M W k- KI N G T C N, NC
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Port Cape Fear Associates Wilmington Marine Center Expansion
Applicant 1: First Name MI Last Name
c/o Mr. Skip Fry
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
3410 13610 River Road Wilmington NC
ZIP Country Phone No. FAX No.
28412 USA 910 - 395 - 5055 ext. 910 - 395 - 0063
Street Address (if different from above) City State ZIP
same '
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group Inc., Agent
Agent/ Contractor 1: First Name MI Last Name
Laura Stasavich
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. - ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave., Suite 14 Wilmington NC 28403-
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
RECEIVEDmajor Development Permit
APR I n gnnQ
3. Project Location
County (can be multiple) Street Address DCM WILMINGTON, N tate Rd. #
New Hanover 3410 / 3610 River Road SR 1100
Subdivision Name City State Zip
N/A - Commercial site Wilmington NC
1 28412-
Phone No. Lot No. (s) (if many, attach additional page with list)
910 - 395 - 5055 ext. N/A, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear River, man-made upland basin
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ?Unknown Cape Fear River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
N/A 27.3 ac
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, R07000, 002, 004-000 NWL (normal water level)
R06400-001-001-000 10'-12' ®NHW or ?NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Northern portions of the property are developed. Undeveloped portions contain loblolly pine, oaks, wax myrtle, giant marsh
cordgrass, cattail and sawgrass.
f. Man-made features and uses now on tract
Wilmington Marine Center currently exists on the property and contains a man-made upland basin with a regularly
maintained entrance channel in the Cape Fear River. Existing parking, marine maintenance services, and service office
buildings exist on site.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Industrial
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Industrial and Commercial Services (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ?No ?NA
If yes, by whom? Richard Lawrence
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal sewer (City of Wilmington) APR

o. Describe existing drinking water supply source. 2008
Municipal system (City of Wilmington)

p. Describe existing storm water management or treatment systems.
An existing stormwater management pond exists on the northern property edge.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed expansion would provide in-water dockage and drystack upland boat storage in response to anticipated
population increases.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
See project narrative.
d. List all development activities you propose.
(1) Expand existing upland marina basin and provide 137 wet slips (2) construct drystack building with 400 dry slips (3)
install new boat ramp in the upland basin (4) construct clubhouse and other associated buildings (5) construct new parking
areas and other ancilary construction per site plan. Also see project narrative.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both- New work at an existing
commercial marina
f. What is the approximate total disturbed land area resulting from the proposed project? 19
?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges are proposed. Stormwater run-off from new impervious areas will be treated through state-approved
stormwater management features and will not directly discharge into waters of the state.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ®Yes ?No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name National Gypsum Co. (to the north) Phone No.
Address 2001 Rexford Road, Charlotte, NC 28211-3479
Name City of Wilmington Phone No.
(sewage plant facility, to the south)
Address City Attorney, P.O. Box 1810, Wilmington, NC 28402
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit 128-98, including, including various ACOE Action ID 200300556 & ID 2005 00614
modifications and renewals
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. 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 the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further c
15
ify that the information provided in this application, is` ?truthful to the best of my ?nowledge. /
Date V V2-" Print Name 4A& ,5 71. $it HTyn??Nt
Signature RECEIVEL)
Please indicate application attachments pertaining to your proposed project. APR 10 2008
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development? 9.A°t t A9 ?,a {"° Ia .
®DCM MP-4 Structures Information
t.' , y .? >, .. , as ?. .? ..., .. .e
Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
dimensions (in basin)
Length No new work No new work vary 4.3 ac N/A N/A N/A
total 100'
dimensions
Width No new work No new work vary 4.3 ac 35' N/A N/A N/A
total
Avg. Existing No new work No new work 8' to 10' NHW 8' to 10' NHW NA NA N/A
Depth
Final Project No new work No new work -8' NHW -4'NLW NA NA N/A
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sands - likely kureb type sands
None - All excavation would be above NHW
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
EWL ?None
(ii) Describe the purpose of the excavation in these areas:
To expand the upland basin without creating "bottlenecks" or
impediments to flushing.
d. High-ground excavation in cubic yards.
146,000 cy
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
on-site disposal area & off-site per mining permit. permanent - 37,589 sq. ft. Temporary - 2.3 ac
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
On-site spoil disposal area, with stored material sold
when neccesary.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (S13),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
f. (i) Does the disposal include any area in the water?
®Yes ®No ?NA
(ii) If yes, how much water area EdCE I E D
NIA
JUN 0 5 2008
©CM WILMINGTON, NC
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. i ype of snoreune staomzauon:
ZBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: aligned @ NHW
e. Type of stabilization material:
likely concrete sheetpile - to be finalized by structural engineer.
b. Length: 2,067 Ift of new bulkhead
Width: per contractor
d. Maximum distance waterward of NHW or NWL: aligned @ NHW
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No NNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill N/A Riprap clean backfill, sand
Breakwater/Sill Other
i. Source of fill material.
on-site excavation for basin expansion
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) ?This section not applicable
a. (i) Will fill material be brought to the site? ?Yes ZNo ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (r:W)
If yes,
(ii) Amount of material to be placed in the water N/A
(iii) Dimensions of fill area N/A
(iv) Purpose of fill
N/A
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
NWL ?None
(ii) Describe the purpose of the fill in these areas:
Backfill and deadmen installation behind new basin bulkhead.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
On-site excavated basin to be stabilized with bulkhead. Disposal Backhoe, dozers, piledriver, and other standard marine
area will be diked. A state-approved sedimentation and erosion equipment.
control plan will be obtained.
C. (i) Will navigational aids be required as a result of the project?
?Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ZNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
27 February, 2008 \( /,._•
Date '
Wilmington Marine Center Expansion
Project Ime lpk4
qr.._ `I f &14 J "©CM WILMINGTON, NC
Port Cape Fear Associates, Land Management Group - Agent
Applicant Na
Applic t ' nature
RECEIVED
JUN 0 5 2008
DCM WILMINGTON, NC
Form DCM MP-3 ECp
UPLAND DEVELOPMENT R 102008
(Construction and/or land disturbing activities) DC44 W1041
. rr
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sec66kofkm Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A The commercial development will utilize two existing
Nine buildings (eight new, one existing to remain) are parcels, but no new subdivision is proposed.
proposed and include office / retail, clubhouse, dockmaster
building. See site plans for details.
c. Density (give the number of residential units and the units per
acre).
No residential units are proposed.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
19.0 acres
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: - 012/2007
by Tripp Engineering
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
approx. 50%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
29%
j. Describe proposed method of sewage disposal.
Municipal system, will utilize multiple existing connections.
Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No direct discharges to waters of the state are
proposed. Run-off from all new impervious cover will be
managed per a state-approved stormwater
management plan.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, Asphalt
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 12/27/2007 by Tripp
Engineering
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach approp ate documentation. I
-'b trclbiT Plw, 644x. 5? +
m. Does the proposed protect include an innovative stormwater
design?
?Yes ONo ?NA
If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal system
o. When was the lot(s) platted and recorded?
N/A - Not oceanfront development
2/27/2008 zz r-,
lr
Date
Wilmington Marine Center Expansion
Project Name
Port Cape Fear Associates, Land Management Group - Agent
Applicant Name
Ap t Signature
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
INICAPI Vhb
4,8o , _
Avl% 10.
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: b
NCommercial ?Public/Government ?Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 4 main docks, side-to dockage along
perimeter, transient dock at ramp, 1 transient fuel dock
(iii) Length varies
(iv) Width 8'& 6'
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1 (open dockmaster office)
(iii) Length 25'
(iv) Width 25'
(v) Floating NYes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
137 New wet slips
(ii) Number of slips existing
57 existing wet slips will remain
i. Check the proposed type of siting:
N Land cut and access channel
?Open water; dredging for basin and/or channel
?Open water; no dredging required
?Other; please describe:
k. Typical boat length: range from 30' to 75'
m. (i) Will the facility have tie pilings?
NYes ?No
(ii) If yes number of tie pilings?
112
? This section not applicable
(i) Will the facility be open to the general public?
NYes ?No
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number see "Dock Detail"
(iii) Length see "Dock Detail"
(iv) Width see "Dock Detail"
(v) Floating ®Yes ?No
f. (i) Are Boatlifts included? ?Yes NNo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
N Full service, including travel lift and/or rail, repair or
maintenance service
N Dockage, fuel, and marine supplies
N Dockage ("wet slips") only, number of slips: 137 new slips
N Dry storage; number of boats: 400 dry slips
N Boat ramp(s); number of boat ramps: 2 ramps
? Other, please describe:
i. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types: recreational runabouts power yachts
sailboats.
1. (i) Will the facility be open to the general public?
NYes ?No RECEIVED
JUN 9 5 1-008
DCrV1 WI1.11rINGTO1-!,'?C

2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
E Toilets for patrons; Number: 1; Location: Bldg. B - Northern side of existing basin.
? Showers
E Boatholding tank pumpout; Give type and location: One existing, one additional on new docks near dockmaster & fuel service.
b. Describe treatment type and disposal location for all sanitary wastewater.
Municipal system
c. Describe the disposal of solid waste, fish offal and trash.
per best management practices and NC Clean Marine Standards.
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge policy to be enforced by on-site dockmaster.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One on each dock spine.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One on each dock spine.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No new maintenance. Existing service per best management practices and NC Clean Marina Standards.
g. Where will residue from vessel maintenance be disposed of?
No new maintenance. Existing service per best management practices and NC Clean Marina Standards.
h. Give the number of channel markers and "No Wake" signs proposed. none
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
Southern end of basin expansion, dockmaster will supervise fueling with oil-absorbent pads & booms available. All procedures
of the NC Clean Marina Standards will be followed.
j. What will be the marina policy on overnight and live-aboard dockage?
Overnights and live-aboards may be allowed.
k. Describe design measures that promote boat basin flushing?
An open design with no bottlenecks or 90 degree turns is proposed, final depth will not exceed adjacent existing depths in the
marina.
1. If this project is an expansion of an existing marina, what types of services are currently provided? RECEIVED
Wet slips in existing upland basin, haul-out and marine maintenance service (marine yard). JUN 05200
DCM WILMINGTON, NC
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes NNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ENo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
OWL 0.397 ac ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ?This section not applicable
a. Is the structure(s):
®Commercial ?Public/Government ?Private/Community
c• Distance to be placed beyond shoreline 0
Note: This should be measured from marsh edge, if present.
b• Number N/A
d. Description of buoy (color, inscription, size, anchor, etc.)
N/A
e. Arc of the swing N/A
JUN 0 5 2008
7. GENERAL DCM WILMINGTON, NC
a. Proximity of structure(s) to adjacent riparian property lines
N/A - all structures will be in high gound basin.
b. Proximity of structure(s) to adjacent docking facilities.
N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
N/A
d. Water depth at waterward end of structure at NLW or NWL
-8' MLW maintained in existing basin.
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ?This section not applicable
a. Give complete description:
Two keystone retaining walls will be constructed on upland to stabilize cut areas. A 416-Ift section of retaining wall will be
located on the eastern side of the southern stormwater pond. A 514-Ift section of retaining wall wil be located along River
Road near the proposed dry stack building.
A gazebo will be located on upland, on the southern side of the existing entrance channel. The gazebo will be 30' in diameter.
A fixed deck will be located partially within the new 30' Coastal Shoreline Buffer and will be 35'x 20'. Several fixed walkways
(or boardwalks) will provide access to the basin from several buildings. All boardwalks total will be 830-Ift.
Date
Wilmington Marine Center Expansion
Project Name
Port Cape Fear Associates, Land Management Group - Agent
Applica ame
ppl' ant Signature
RECEIVED
JUN 0 5 2008
LCM WILMINGTON, NC
SHIPYARD BLVD

VICINITY MAP
NTS
?O
6j
?Z
?O
Q?
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Z
within the City of Wilmington
L\CAMA\7005 LAMA FII FS\01-C)5-797 --- WII MINGTnNi MARINE CFNTFR CKIP FRY\CITFPI ANI_z_nR nWC
PROJECT: wiuiimcm wNsE com NEW HANOVER COUNTY
LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS VICNITY MAP CLIENT: JOB # 01-05-797

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SCALE:
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APR 10 2008
* Boundaries are approximate and
are not meant to be absolute.
Map Source: Brunswick County GIS Server
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
USGS Topo Map
iiii
2000 0 2000
SCALE 1" = 2000'
CAMA Major Permit Application
Wilmington Marine Center Expansion
Applicant: Port Cape Fear Associates
Location: Cape Fear River, New Hanover County
LMC # 01-06-142 01-05-797 1 1 Sheet 2 of 14
DCM WILMiNGTGN. N
RECEIVED
APR 1 0 2008
DCM W1LMIJVGT01V
. ,c
2000 0 2000
SCALE 1" = 2000'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants New Hanover County Wilmington Marine Center Expansion
P.O. Box 2522 S o i l Survey Applicant: Port Cape
Fear Associates
Wilmington, NC 28402
910-452-0001 Location: Cape Fear River, New Hanover County
LMG # 01-06-142
Sheet 3 of 14
f
e ,.is.. i
i
i
} t
RECEIVED
APR 1 0 2008
DCA,1 WILMINGTON, NC
1500 0 1500
SCALE 1" = 1500'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants Wilmington Marine Center Expansion
P.O. Box 2522 Aerial Photograph
NC 28402 Applicant: Port Cape Fear Associates
Wilmington,
910-452-0001 Location: Cape Fear River, New Hanover County
LMG # 01-06-142
Sheet 4 of 14
C
v
t'P,F,IUMINAFY FLAN5, FOP CAMA MM1f11N6 ONLY
NOr FOP CON5IPUCTION
BASE SURVEY PROVIDED BY ORIGINAL DRAWING PROVIDED BY:
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
Wilmington, North Carolina 28401 419 Chestnut Street
Wilminnton. North rnrnllnn 9Rdn1
L:\CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEP1-AN-5-08.D\kC
PROJECT: WILMINGTON (MARINE CENTER NEW HANOVER COUNTY
WAXwG Grow - LAND MANAGEMENT GROUP INC CLIENT: JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS PROJECT OVERVIEW

" PO Box 2522 TELE: [phone] DRAWN BY: DATE: 5.28.2008
? WILMINGTON, N.C. 28402 FAX: [phone] WILMINGTON MARINE CENTER ?
'

EMAIL: info01m9roup.not
= 300
SCALE: 1 SHEET 5 of 17
A
Previously
open water
docks,notc
constructed
0
N/F
P064DD-001-002-000
-ML GYPSUM CO.
USE: PAPM k AWED
ZONING: HM-HFAW INDUSHtM1
i
IX. RIP RAP
svsluz+nan r

6c. Stormwater pond
- not shown
' IXISIINC
DOCItB I''y11
16?x,BL
IX. WRDING
lO BE REMOVED
c
t
F1tI511NG
T BASIN
NNW LOCATED 2/15/2007.
V.- by )CM Staff ..
11/27/07. -

G%
G
IX. FH
O
IX. 6EOC. (F)
MAPoNE
3
6.13 SF
881
SF
(TO RU )
BULIaEAD
0
N/F
RO6500-006-014-0
W
SKIWAY INJE51MEWS LLC
use BENW I s
INOU51RV1
ZONING: 2. ON=
3.1514 ACRES
I' WATER SENCE
RE INTO EXISTING WATER MAN
(1) 1' WATER MITER
(1) 1' BACKIFO'M PREV00A
N/F
M6400-WI-021-000 MITAL
INWSTRML 8: - E BUILOMG
FAB k WELD
USE BOAT k SHIP CONS1RUCfl
ZONING: IND
1.4842 ACRES
ZONING:
N/F
(106400--019-000
P MN
E. 1 S"BH HCA INC
USE ATER R
ZONING: HM- H EAW INDUSTDU91RW.
.9 ACRE
'40
N/F
806400-001-014-000
S BU LLC
USE: :
I55
ZONNJG: HEAW MW
'.0856 W STRIAL
1.0656 ACRFS
\ 404 WEfUNDS? .
LOCATED 2005
i \\ AB{ ?AIp LW • 404 WETLAND LIMIT
?L00.O1 bm I :? ? LOCATED 200
f1AE E RS1 UNIT
E4 COASTAL MNKH LOCATED ?FR? • `I04 WERAND LIMO
2/15/2007. VmRi.d by PY y LOCATED 2005
S.ff 11/27/07. `? •tf/;Tjt0?7?
H,IW LOCATED 2/15/2007.
VerHled by DOM Stall on
11/27/07. W ^.
FRESH MARSH UMIIS
LOCATED 3/15/2007. V.H0,8 by
DOM SWR on 11/27/D7.
s; ... W.` r ?: r
fMPARMIY CDR
RftR LINE ` , .
CS t
COD SETBACK / /
NO IMPERNOUS
COD S
ND DISTURBANCE \
COASTAL MMSH LOCATED-?
1/15/2007 \\y ?\
57Z
M
\ RO70DD-a
ARNOLT
USE a!I
ZONNG: HIA-H
5.(165:
b
1
Fx Building
,••
GRAPHIC SCALE
150 0 75 150 300 I
mini
( IN FEET )
aLr o? r?LUMrLaL
1 inch = 150 ft. AR ?""•
RfP MN C
?? UNE
l
f'f; WINARY MANS, FOk LAMA MMI1' M ONLY „a RECEIVED
NOf F0k CON5TX11ON iUN 0 5 2008
BASE SURVEY PROVIDED BY ORIGINAL DRAVING PROVIDED BY
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
419 Chestnut Street
; vWILMINGTON, N
Wilmington, North Carolina 28401 Wilmington. North Carolina 28401
L:\CAMA\2005 CAMA FILES\01 -05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.DWG
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
`"A"Bo T`Rwp- LAND MANAGEMENT GROUP INC CLIENT: JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS EXISTING CONDITIONS DRAWN BY: DATE: 5.28.2008
BOX 2522 . N.C. 28402 ? (910) - 050 WILMINGTON MARINE CENTER
G? EMAIL InfoOlmgroup.not SCALE: 1 150' SHEET 6 of 17
\_IX. RIP RAP
sTASlumna
NHW LOCATED 2/15/2001.
V,HD.M by OCM Staff on
11/27/07
?• G

i
gg_•
a?
r
O '
f
ya
Z¢ METpl BUILDING ?
rP 6PEWDW
C1
s?
N/F
806400-001 -O1J-000
PA.M ENIERP116ES OF W6AIOMTTON
USE: BUSINESS
ZONING: HM-HEAW INOUSINNL
.9913 ACRE
M
e

R
•
LANES
5 MAX
0 1
11@0®
O

NHW LOCATED 2/15/2007.
VxiRetl ,, DCM Staff on
Note: previously ahlor?zed 58 "river slips" In open
--------- . ? IX RIP RAP l
/ SfAI,IM2ATNM
water of Cape Fear elver not shown, current application
a.s soxm smTt1N1011
MCU° reaue56 to retain a 6a-?zatlon to construct C see Sheet 9) f
I, EASEMENT
5.
E a ,?1.?E,D.
.

• • mr OF 111MMNIDN
OONOIw6 /!11011
• v 10100• !R lI0fO1
IXIS ING
DOCKS
Nei' yfOp1
m r s >auua
I ._.ow
IX. GNAVELED AREA VOY •
}

140 WRIM
•
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• fRMT S.SM
?
y
G

RI No
1 ' a
.
RIM N5'

IX. BLDG. (11
k MA
R

CALE
SERVICES
F
6613 Y
EX. RI W (TO REMAIN) 0 7.r1 1 W 300
-NHW LOCATED 2/15/2007 .
VNHfMN by 0CM %.R .n
2/06/2007

- KEys ",
_. . REANRNG WAIL ( IN FEET )
1 inch = 150 ft.

1,..1 TN%KN
• IX. BUIl01FAD ANIOU
OI0101OI0101 ,O.CO
•
. a torltolal
wlolot olttat
HEAD •

so xm TOR 11NN1
'

' 6
-WIDE
DOCK FLOATING

6'-WIDE BOARDWALIf i
-WIDE
SIDE-TO CK%E
•
o$?
FRESH MAISH LK1115
LOCATED 3/15/2007
' •
NEW BUIK
na 1N1reN m .
r°
°°Iw'a
• m
1•NRf r
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•,w 'ot w
'
D 2DD5
LOCATED zoos
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? zaa
BUILDING INFORMATION: • -
• NEIV
euIX"?
BUILDING A (OFFICE, CS ZONING): •
?: FMLOEDAR 25125 OPEN
DOCK
DOCK OFFICE \
541 NL KEYSTONE REDMNINO WI
AREA: 21,000 SF X 2 STORY 42,000 SF •
•
HEIGHT: 30' s
.
' 7 ',
LSrm Fi16' OCA
SETBACKS PROPOSED 655', 217', NA .
•• . 1z' N L K I£
BUILDING B (RESTROOM, CS ZONING): ?
AREA: 600 SF
HEIGHT: 16,

_..
SETBACKS PROPOSED 652', 171', NA -
7.
"? ' ' • ' • • ' '
.- - EATG .'.'.'

• ?u'D
. ml v.
e by
BUILDING C (MARINE SERVICED, CS ZONING): z/s%2oo7
TAIN •, 11/27/07
S °°''u5.4'
ID(AiED 2005
'N WIT • ?•?•'??'o
7 BOAT RAMP
11/
•
• N

o?
,
AREA: 5025 SF
' ;
• •
•
10
$`D.
HEIGHT: 26
- -TED SETBACKS PROPOSED 96' 228', NA vHTTNd by OcM/n^/ ?T
02/06/2007. _
~: v • • t%• ? NO 1. uaMR
i.'
?
• ?'

h
BUILDING D (DRY STACK STORAGE, IND. ZONING):" MARSH uMRS
AREA: 62,400 SF LOCATED 3/15/2007. v«m.a by

HEIGHT: 45' 0GM St a NO 11/27/07. •
?
-
ONIK
_ T"' oo

Na
x
SETBACKS PROPOSED: 75', 385', NA FJL• LD • TE II4TO EEXiamNG SsMH
BUILDING E (OFFICE, IND. ZONING) '
•' ' • ••
AREA: 11,200 X 2 STORY 22,400 SF ' '?`'•-
?' • •'
HEIGHT: 30'
SETBACKS PROPOSED 332', 123', NA
BUILDING F (EXISTING MARINE SERVICES, CS ZONING)
AREA: 8,316 F Tg
HEIGHT: 30'

'
' F F1aeo®
• `
•
SETBACKS PROPOSED 332
, 123
, NA
PROPERTY LINE Is aJa • IlloFa? ptf so= W01111119 t . • • • Sr
• 71'
BUILDING G (CLUBHOUSE): CORPORATE uMRS ?. (40 a"

•
fNF?
AREA: 6,000 SF X 2 STORY 12,000 SF
cw sET1iACK
' N 27' FUEL TANK
r•6
• a 10.OOD gd OOpOdly ni 110
?
HEIGHT: 36
No IMPERVIOUS
SETBACKS PROPOSED: 379', 515', NA coo sETBCK • s-•
• FJL /fA
• •
„p0m
BUILDING H (RESTROOM): NO -RBARCE ? • « W 7V
AREA 800 SF
HEIGHT: 16' COASTAL MARSH LOG
SETBACKS PROPOSED 402', 602' NA 2/15/2007 \ smRFDE arms

1d'.IMIF
BUILDING 1 (24 HR DOCKMASTER OFFICE): \? to?I1M
AREA:
625 SF cafael[ uow? MO
FRESH MARSH LMT S
LOCATED 3/15/2007 FBIOIq NO wown 1=l="
HEIGHT:
SETBACKS PROPOSED 300', 679', NA
e• ss

TOTAL BUILDING AREA: 154,350 SF
•404• wETUNOS zoos
4
I 4
to
•®1 e

SITE DATA TABLE: FD

SITE ADDRESSES: 3410/3610 RIVER ROAD 'COD SETBACK
DISTW MNCE Y
WILMINGTON, NC 28412-6244
R06400-001-001-000 SINE WK
R07000-002-004-000 TD SPACES -
TOTAL PROJECT AREA 27.3 ACRES '•??'?•
•
_
• . 416 m. ING WALL
OWNER INFO: PORT CAPE FEAR ASSOCIATES
D/B/A WILMINGTON MARINE CENTER
•
•

3410 RIVER ROAD ?
„m,?
•

•1
WILMINGTON, NC 28412-6244
T. 910.395.5055 • ?+
• °
SPA
F. 910.396.0063 @ • " •
ZONING CS (NORTH), IND (SOUTH) L D
FRESH MARSH LMITS . No.
• I'I
EXISTING BUILDING AREA 13,521 SF
179 SF
EXISTING BUILDING AREA TO BE REMOVED 5 LOCATED 3/ls/zoo7 L?
• ?•5 2008
,
EXISTING IMPERVIOUS AREA 122,630 SF •
\
••?'
_ ?`
•
% EXISTING IMPERVIOUS 10.4 B.5 i•
PROPOSED BUILDING AREA 115,966 SF 20' us EASEm :
ACCESS SCAP EM pry 1t1?p10M
PROPOSED ASPHALT AREA 199,029 SF N C
17CM WILMINGTON
PROPOSED CONCRETE AREA 8,215 SF ,
TOTAL PROPOSED IMPERVIOUS AREA 347,017 SF
29 % %
% IMPERVIOUS AREA
TOTAL DISTURBED AREA: 828,136 SF (19.0 ACRES)
CAMA LAND USE CLASSIFICATION CONSERVATION/DEVELOPED "° DISn1RBMIC H°COIDMPERM \ pt I.IMINARY f'I.ANS, F0k CAMA Ml1'I'ING ONLY
N0f r0k CON5TRUC110N
BASE SURVEY PROVIDED BY DMIGINAL DRAWMIG PROVIDED BY
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
Wilmington, North Carolina 28401 Wilmington,! No tth Carolina 28401
L:\CAMA\2005 CAMA FILES\01 -05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.DWG
PROJECT: WILMINGTON MARINE cWrER NEW HANOVER COUNTY
1.A1,DO,e11mm?mIw- LAND MANAGEMENT GROUP INC CLIENT: JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS SITE PLAN
PO Sox 2522 TF1 F• [phone] DRAWN BY: DATE: 6.5.2008
?' WILMINGTON, N.C. 28402 FAX: [phone] WILMINGTON MARINE CENTER '
EMAIL- infoOlmgmup.not SCALE: 1 150 SHEET 7 Of 17

Ex N
Ex NHW
New 30' Coastal
Shoreline Buffer
G
3
GRAPHIC SCALE
100 0 50 100 200
( 1N FEEV )
inch = 100 fl
P
NEW
EX. BASIN = 5.74-ac
PROP. BASIN (hatched) = 4.3-ac
TOTAL FINAL BASIN = 10.04-ac
EXCAVATION = 145, 995 cy
No new excavation below MHW
Maintenance dredging clause for existing channel and
existing basin requested.
FINAL DEPTH = -8' NLW
TOTAL NEW BULKHEAD = 2,067.4 Ift
EX. SLIPS TO REMAIN = 57 in basin
Previously authorized "River Slips" to remain (58 total
open water slips).
PROPOSED NEW WET SLIPS = 115
DOCK A = 22
DOCK B = 38
DOCK C = 34
DOCK D = 16
SIDE-TO = 27
TOTAL NEW WET SLIPS = 137
NEW DRY STACK (see Sheet 7) 400 NEW DRY SLIPS
DROP ZONE AND MAINTENANCE SERVICES TO REMAIN
TEMPORARY RAMP TO BE ADDED
Ex Drop Zone
to remain
nd NEB
ULKHE

BULKHEAD
FMLIMINAVY PLAN5, For. CAMA ffFMI1"11NG ONLY
Nof FOP CON5fMcfION
BASE SURVEY PROVIDED BY ORIGINAL DRAWING PROVIDED BY:
Cope Fear Surveying Services TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401 Wilmington, North Carolina 28401
Ex NHW
NHW-
New 75' Coastal
Shoreline AEC
New 30' Coastal
Shoreline Buffer
BOAT RAMP
`?r..tB4'WETLANOS TO
BE BACKFILLEO:
IMPACT AREA 2 - 0.08-ACRE
RECEIVED
JUN 0 5 2008
NHW approved by DCM 2/06/2007 DCM WILMINGTON, NC
Coastal Marsh limits approved by DCM 11/27/2007
L:\CAMA\2005 CAMA Fill LES\01 -05-797 --- WILMINGTON MARINE CENTER, SKIP FR Y\SITEPLAN-5-08.DW
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
7
EMENT GROUP INC CLIENT: JOB # 01-05-79
LAND MANAG
TS BASIN DETAIL 21
6
5
DATE
ENVIRONMENTAL CONSULTAN DRAWN BY: .
.
:

4-
TELE: [phone]
PO BOX 2522
402 FAX: [phone]

TER
WILMINGTON MARINE CEN

CALE: 1 100'

HEET 8 Of 1
LM(G
WILMINGTON, N.C. 28
EMAIL: InloOlmgroup.net
EX. RIP RAP
STABILIZATION
Ex NHW
EXISTING
DOCKS
Ex NH
Existing
Docks
to Remain
(river slips
not shown)
EXISTING
BOAT BASIN
Existing Docks
to be Removed
EX. RIP RAP
STABILIZATION (c oss hatched) I
rt NE
KHEAD
New 75' Coastal
Shoreline AEC/
- 1-1 i--I
Existing Basin Slips to Remain = 57
Previously Authorized River Slips to
Remain = 58
Total Existing and Previously
Authorized Slips to Remain = 115
GRAPHIC SCALE
80 0 40 80 160
yin
( IN FEET )
Z inch'UN 45 22008
pF,F,LIMINApY FLAN5, FOF CAMA MNITTING ONLY
NO'r For CON5VUC1'ION
BASE SURVEY PROVIDED BY ORIGINAL DRAWING PROVIDED BY:
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
Wilminaton. North Carolina 28401 Wl-i-f ntn N-ttheCnmlinn 9P4n1
DCM WILMINGTON, NC
L:\CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08,DWC
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
LAND MANAGEMENT GROUP INC CLIENT: JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS EX SLIP COUNT DRAWN BY: DATE: 5.28.2008
PO BOX 2522 TELE: [phone]
§L(G WILMINGTON, N.C. 28402 FAX: [phone] WILMINGTON MARINE CENTER EXPANSION
EMAIL info&mgmuP.net SCALE: SHEET 9 of 17
Previously authorized, to remain current
r u 1\ 6613 SF r
\\-EX. RIP RAP
(T0 REMAIN) v'
STABILIZATION
NHW LOCATED 2/!5/2007.
Verified by OCM Soft on Q '
11/27/07. / C EX. FH ?e 5. 25
i
04- 3,
0 \ •
?
f ® U 1 N YT
KEYSTONE'
9 11 1 RETAINING N
11 10 PROPOSED NEW WET SLIPS
DOCK A = 22
1 3 ? 1 g 19 4:0) 2o°x7a' SITE TRIANGLE
G 16 0 DOCK a = 38
14 , 5 DOCK C = 34
OR] OOD VILLAGE 13 ®a PARK ? BULKHEA DOCK D = 16
on
,° 3 ?\ MATCH EXISTING SIDE-TO (710-Ift) = 27
6 ASPHALT GRADE 1
710-lft of zeG gg e s ITY OF WILMINGT( TOTAL = 137
Side-To Dockage, 31 30 0 CONCRETE APRON
EW BULKHEAD 27 Slips # 60 0®
59 Ex. a
5a ENTRANG100-Ift Transient Dockage, Ramp
d 40 53 ®? . ? ? 20'X70' SITE TRIANGLE 1 5 3- I f t F u e l Dock
41 51 0
O 49 50 6'-WIDE FLOATING m\ 4
48 DOCK P t
®46
v?k
2 ® 43 . 6 61 (na) v
D 'AIti 63 FDC
6'-WIDE BOARDWALK O 69 6$ 6 G01
1 0 9394 °'
DOCK OE FLOATING 3 © 91
FRESH MARSH LIMITS 2 SIDE-TO DOCKAGE 6 ® $3 9D°
LOCATED 3/15/2007 NEW BULKHEAD
4' 84 ®86 1A \ \
s 9 80 81 96 °
° 99 98 ??
lL9 0 0 0 0 ? >0
l?9 ? 11?) _160
22 33 3 d 0 sp
6'-WIDE BOARDWALK
Off, c
3 \
3 NEW BULKHEAD GRAPHIC SCALE
6O ? ? ?o
DECK
FLOATING 25'x25' OPEN 80 0 40 80 160
FUEL DOCK DOCK OFFICE
FRESHWATER SH LIMITS'' 0
Per 0CM 27/2007 153-Ift FUEL DOCK ti,,?:
16. %W I- A V I- how
7 FUEL DOCK s
, ( IN FEET )
pF\?,LIMINPF,Y FLAN15, FOP CAMA MvMh"M6 ONLY
N01' FOp COW FIDION
BASE SURVEY PROVIDED BY ORIGINAL DRAWING PROVIDED BY:
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
Wilmington, North Carolina 28401 419 Chestnut Street
Wilmington. North Carolina 28401
.,1 .:
1 incJUN H 200$
FRESHWATER DCM WILMINGTON, NC
L:\CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.DWG
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
LAND MANAGEMENT GROUP INC CLIENT: JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS NEW SLIP COUNT DRAWN BY: DATE: 5.28.2008
PO BOX 2522 TELE: [phone]
§1,G WILMINGTON. N.C. 28402 FAX: [phone] WILMINGTON MARINE CENTER EXPANSION
EMAIL InroOlmgroup.net SCALE: 1 "=80' SHEET 10 of 17
DOCK A
Dock Spine = 8' x 227'
"T" Dock = 8' x 148'
Wet Slips (22) total:
(7) 75' (2 outside T)
(1) 65'
(11) 50'
(3) 40'
Finger Pi ers:
(2) 6'x 75'
(6) 5' x 50'
(2) 5' x 40'
DOCK B
Dock Spine = 8' x 348.5'
"T" Dock = x 118'
Wet Slips (38) total:
(3) 60' (2 outside T)
(19) 45'
(7) 50'
(9) 35'
Fing er Piers:
(3) 5' x 50'
(9) 5' x 45'
(5) 4.5' x 35'
DOCK C
Dock Spine = 8' x 297.5'
"T" Dock = 8' x 93'
Wet Slips (34) total:
(2) 48' outside T
(5) 45'
(16) 40'
(11) 35'
Finger Piers:
(7) 4.5' x 40'
(2) 5' x 45'
(6) 4.5' x 35'
DOCK D
Dock Spine = 8' x 169'
Wet Slips (16) total:
(10) 35'
(6) 25' side-to slips
Finger Piers:
(1)8'x35'
(4) 4.5' x 35'
GRAPHIC SCALE
160
FF,?LIMINAFY FLAN5, FOP, LAMA MMIT11N6 ONLY
N01" For CON5TpUC11ON
BASE SURVEY PROVIDED BY ORIGINAL DRAWING PROVIDED BY:
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
Wilminaton. North Coralina 28401 419 ;Chestnut Street -r- 9Adn1
LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS
PO BOX 2522 TElE: [phone]
? WILMINGTON, N.C. 28402 FAX: [phone]
EMAIL infa0lmgroup.net
( 1?UkjQ?5)2008
1 inch = 80 ft.
--- WILMINGTON MARINE CENTER, PPM 'M ifW_QI%-j*08.DWC
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
NEW DOCK DETAIL CLIENT: JOB # 01-05-797
DRAWN BY: DATE: 5.28.2008
WILMINGTON MARINE CENTER EXPANSION SCALE: 1"=80' SHEET 11 of 17
° ° (250) ?ry
o °
° FDC
°
G
VIDE FLOATING o
d
-TO DOCKAGE U \ Q?j°
° NEW BULKHEAD =1
y' 404 WETLANDS TO
° BE EXCAVATE D/BACKFILLED: PROPOSED 404 WETLAND IMPACT:
IMPACT AREA 1 = 0.396-,ACR
y y IMPACT AREA 1 x.396-ac --
IMPACT AREA 2 = 0.08-ac
y y ° ° TOTAL WETLAND IMPACT = 0.476-ac
404 WETLANDS ° `160 Wetland impact includes excavation
LOCATED 2005 y y ?, for the basin and a 20'
maintenance area behind
the bulkhead for installation and
y
maintenance.
404 WETLAND LIMIT 404 WETLAND LIMIT \
LOCATED 2005
.?- 1 1 y y , LOCATED 2005 NEW BULKHEAD

y DECK y
y y FLOATING
25'x25'
OPEN ?
FUEL DOCK DOCK OFFICE
y y y
y y
W y RE544
y TER
r DCM SH LIMIT
27/2007
y
y y
Ift FUEL
OCK
0
` 153- DOCKI 8s
?
Y y y ?. y FUEL
12 ?
? y y y y y y 1?
0
y W y y y Y W y W y y y y '?:' ,:'.'.
Y y y W Y y y y y y y y .V W y y y y y Y

`!' y
y
y
y
y
y
y y y y y y y
y y
y y
y 9
y y y y y y y y y y y y y y y y y y y GRAPHIC SCALE
`i' W y W W y y FRE HJwATER y y y y W Y J y y y
y y y y y y MAR,SH QMIT
y y NE4 BU64<HEAD
y
y 404 WETLAND LIMIT 50
y
' 0 25 50 100
y y y y y y per DCM y
T
1 1 /27?2007

y y y y y
4,
y

y y x
LOCATED 2005 100
y W y y y y y y y y y y y y y y 4,
y y
y

CEIV
y y y y y y y y y 4. y y y y Ji y y y y 404 WETLANDS TO ( IN FEEN?
ED

Y y
y
Y y
W y
y
y
y y y
y y y y Y y y
y y
y 8.9 BE BACKFILLED: 1 inch = 5o t

J
y y y y y y y y y y y y y y y y y y y IMPACT AREA 2= 0.08-ACRE UN 0 5 208

DCM WILMINGTON, NC
ME?IMINAFYY F?AN5, FOF? CAMA F?FWTI% ONLY L \CAMA\2005 CAMA FILE5\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-OB.DWC
N? ?O? CON
S?C?ION
MAXM Zuwrc4o"- PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY

BnSE SURVEY PROVIDED 8Y owCQ1AL nRatrtNC eaovID® sx:
TRIPP ENGINEERING
C
P
F
C LAND MANAGEMENT GROUP INC

ENVIRONMENTAL CONSULTANTS
WETLAND I M PACT
CLIENT:
JOB # 01-05-797
,
.
ape
.
ear Surveying Services
Wilmington, North Carolina 28401 419 Chestnut Street Pa eox 2522
TEL
§
(910) 452-oooi DRAWN BY: DATE: 5.28.2008
Wilmington, North Carolina 28401 X:
wilMiNCroN, N.C. 2e4oz FA :
LC [phone] WILMINGTON MARINE CENTER EXPANSION
EMlJI: i^'°o'm9'°°P.^^t
, SCALE: 1 "=50' SHEET 12 OF 17
FRESH MARSH LIMITS
LOCATED 7/15/2007
Notes on Disposal of Excavated Material_
Material from initial excavation of
basin will be placed in temporary
and permanent spoil disposal areas.
Temporary spoil disposal area will be
utilized until excavation is complete. A
mining permit will be obtained to
remove material from the site.
COASTAL MARSH LOCATED
2/15/2007. VenlieE by
Stall - 11/27/07.
NHW LOCATED 1/15/2007.
Verift.d by DCM s." m
1 1/21507.
FRESH MARSH LIMITS
LOCATED 7/1 5/2007. V.614d by
DCM SIWI on 11/17/07.
Temporary disposal area will be designed
by engineer with dike similar to permanent
disposal area, outlet pipe added as needed to
return decanted water back to the existing basin.
A silt curtain will be placed at the mouth of the
existing basin during excavation.
Temporary disposal area will avoid County
COD no-disturbance areas, wetland areas,
and all stormwater management features and
drop inlets.
The temporary spoil disposal area will
be developed as the dry stack building
and parking, shown on Sheet 7,
as a second phase of development.
3
GRAPHIC
Temporary Spoil Disposal Area
Diked as needed, no excavation to
create capacity.
Approx. 2.32-acres in size
(available for initial excavation only)
Permanent, Diked
Spoil Disposal Area-See Cross Section B
(available for initial and maintenance
excavation)
RECEIVED
JUN 0 5 2008
( IN FEET )
1 inch = 120 ft.
DCM WILMINGTON, NC
L:\CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP F
PROJECT: WILMINGTON MARINE CENTER
LAND MANAGEMENT GROUP INC
SPOIL DISPOSAL CLIENT:
ENVIRONMENTAL CONSULTANTS DRAWN BY:
PO 80x 2522 TELE: [phone]
r WILMINGTON, N.O. 28402 FAX: [phone] WILMINGTON MARINE CENTER SCALE: 1"= 120'
EkWU info&mgr°up.nel
Y\SITEPLAN-5-08.DWG
NEW HANOVER COUNTY
JOB # 01-05-797
DATE: 5.28.2008
SHEET 13 of 17

Cross Section A start 404 wetland impact

to River end freshwater freshwater
NHW
A 404 wetland mars
end marsh start 404
tland
mars Bulkhead
I
we
16 marsh -? Existing Ground Surface freshwater mars

--------------
I
_

O
v ° O 0)
rn
C15
Proposed Excavation Area
0+00 1 +00 2+00 ? 146,000 cy
404 Wetland Impac
Bulkhead Anchors

end 404 Cross Section A

wetland?
Bulkhead to River Road----

ll
Existing Ground Surfac
A

\7 77
7 7 7 7 7 -32

0

X X 8

i 2
N N M N N
(0 O O /
r co M
?
h Area Proposed Final Depth R E (V E D
?00 Cy 3+00 4+00 -8' NLW (-10' MSL) 5+00 +
Q,
9
?
Proposed Excavation Area U
U 5 2008
146,000 cy
??IMINA?'(p?ANS
?O?CAMAp??MIT11NG ONLY L:\CAMA\2005 CAMA FILES\01-05-797 -- - WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.DWG
,
NOT FOk CON5VLICTION
LAND MANAGEMENT GROUP INC PROJECT: WLMINGTON MARINE CENT

CLIENT: ER NEW HANOVER COUNTY

JOB #01-05-797
t
ENVIRONMENTAL CONSULTANTS BASIN SE CTION

BASE SURVEY PROVIDED BY 01UGINA1 DRAWMG PROVMKD BY:
Cape Fear Surveying Services TRIPP ENGINEERING, P.C.
419 Chestnut Street
PO BOX 2522 ISLE: [phone]
WK)ANGrON, N.C. 28402 PAX: (910) I5e-0060 WILMINGTON MARINE CEN
nd
L r G EMAIL infoO"rou DRAWN BY:

TER EXPANSION
SCALE: 1 °= 20' DATE: 5.28.2008

14 Of 17
Wilmington.
Wilmington. North Carolina 28401 Wilmin tan North Carolina 28401 p. SHEET
Dike crest and slope per engineer
Existing Grade
Cross Section 6
SCALE 1'= 40'
Typical Bulkhead
PILE 0
ANCHOI
TYPICAL BOARDWALK
(over wetlands)
6' WIDE WOODEN
BOARDWALK
NTS
'WILMINGTON, NC
L.\CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FR
?I,IMINA?(pI ANS, FOP. CAMA p?pMl?1lNG ONLY IPROJECT: WILMINGTON MARINE CENTER
NOr FOP COWFIC110N ? LAND MANAGEMENT GROUP INC CLIENT:
ENVIRONMENTAL CONSULTANTS SECTIONS
DRAWN BY:
Po BOX 2522 TELE: [phone]
r WILMINGTON, N.C. 28402 FAX: [phone] WILMINGTON MARINE CENTER EXPANSION SCALE: varies
EMAIL info0lmgmup.nel
BULKHEAD, Schematic Only
(II bulkhead materials and specifications
to be finalized by a structural engineer.
NTS
SHEETPILE or WALL
E DEPTH
'TH PER
. ENGINEER
ED
CONTRACTOR
0 5 2008
Y\SITEPLAN-5-08.DWC
NEW HANOVER COUNTY
JOB # 01-05-797
DATE: 5.28.2008
SHEET 15 of 17
0+00 1+00 2+00 3+00 4+00
Cross section represents fixed deck
over upland in the 30' Coastal Shoreline Buffer.
All fixed decks/boardwalks over wetlands
will be at least 3' > the wetland surface.
0+00
Open Dock Office Profile
(Typical)
ulkhead Existing Grade
un
F-
0+25 0+50 SCALE 1'= 10'
Typical Gazebo Profile
Gazebo
I 5'x25' Open en Dock I I - j
Office I
NHW -
t
EcKIN
}
IN
NLW
CC
! ! i
G

i 3T
j i Existing Grade

I
P
j FRAMING (TYP.)

j roposed Grade
I I
0+
00 0+25 "'@ 1 V E D

0+00 0+25
0+50

SCALE 1'= 10'

+75

CALE 1'= 10' JUN 0 5 2008

CM WILMINGTON, NC
p ??M? ???S,?O?C ??pM????NGON?Y

NOT FOP CONS UC-flON

- L?\CAMA\2005

LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS

PO BOX 2522 TELE:
WILMINGTON. N.C. 28402 FAX:
EMAIL infoO)mgrovp.nel CAMA FILES\0,-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.D'NG
PROJECT: wILUINCroN AMINE CENTER NEW HANOVER COUNTY

CLIENT: JOB # 01-05-797
SECTIONS
[phone] DRAWN BY: DATE: 5.29.2008
[phone] WILMINGTON MARINE CENTER EXPANSION
SCALE: varies SHEET 15A of 17
Typical Deck Profile
Cross Section C
Dock C
Typical Floating Dock Profile St
P
w
h ilings BULKHEAD
s
o
n (height to be
/
MOORING PILE determined)
(typ) RAMP (typ)
FLOATING T FINGER PIER FLOATING DOCK

MHW
MLW

FINAL GRADE
-8'MLW FINAL G DE -8' MLW
.
7Z 14Z 14Z
DEPTH PER
PILING
pFELIMIWRY FLAN5, F01; CAMA F?FMITTI% ONLY
CONTRACTOR Nor For, CON5TFIUCI1ON
Horizontal Scale 1'= 30'

oat amp Profile
Bulkhead@ Grade Bulkhead
81
creTe- [a
-41
EFE
0+00 1+00
Proposed Grade/Depth in Basin to be Adjusted
as Needed (Max. -8 NLW). Typical Profile. Slope, Structural
Support, Piling Depth, and Bulkhead Details Per Engineer.

?
pQ,?LIMIWZY PLANS, FOF\ CR
I VTNAY
t
Nor FOP CON5TUCf1ON K t C
Horizontal Scale 1'= 20'
DCM WILMINGTON, NC
L \CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.DWG
FF\F_LIMINAFY FLAN5, FOP CAMA F?FMI1"11N6 ONLY PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
Nof FOI\ CON51??UCfION QO?R LAND MANAGEMENT GROUP INC

ENVIRONMENTAL CONSULTANTS
DOCK & RAMP
SECTION CLIENT: JOB 01-05-797
2008
5
28
DATE
.
.
:
DRAWN BY:
PO BOX 2522 TELE: [phone]
? WILMINGTON, N.O. 28402 FAX: [phone] WILMINGTON MARINE CENTER EXPANSION D
SCALE: VOrieS SHEET 15B of 17
EMAIL infoolmgroup.nst
BUILDING A
PROPOSED OFFICE AND
RETAIL SPACE
BUILDING B
r--30.17-
0
m FIRST FLOOR
APPROX1Ml7E1Y 102SABOVE MSL
BUILDING C
PROPOSED MARINE
SERVICES
T5.a -
0
FIRST FLOOR
APPROXBUTFLY 55 ABOVE MBL
BUILDING E
PROPOSED OFFICE SPACE
APPROMIAT ELY bS ABOVE MSL
APPROXIMATELY 23,5MOVE MSL
APPROXIMATELY I V ABOVE MSL
4011/ d
APPROXIMATELY Zr
BUILDING G
PROPOSED CLUBHOUSE
-40.0'
I
b
N
FIRST FLOOR
APPROXIMATELY 17 ABOVE MSL
BUILDING I
DOCK MASTER'S OFFICE
0
FIRST FLOG
APPROXIMATELY 10' ABOVE MSL
BUILDING D
PROPOSED DRYSTACK STORAGE
NORTH ELEVATION
APPROIOMATE EXISTING GRADE
BUILDING D
PROPOSED DRYSTACK STORAGE
SOUTH ELEVATION
RECEIVED
00.0
I SECOND FLOOR
APPROXIMATELY 24 ABOVE MSL
c
N
F1RqT AP%iOXWAT7IY 1Z MOVE USL
pF,?LIMIW,Y PLAN5, FOP CAMA FSFMlffMi ONLY
Nor FOP CON511IUC110N
Typical Building Cross Sections
BUILDING H
RETAINING WAIL
APPROXPAATELY/C ABOVE MSL
APPROXIMATELY 76* ABOVE MSL
APPROXMATELY aT ABOVE
§L"G
APPROIAMATE EXISTING GRADE
1e
APPROXMATELY T ABOVE MSL
JUN 0 5 2008
APPROXIMATELY 2e ABOVE MSL
CM WILMINGT0 NSJ?ALL
vAiBaNC LOT
CONCRETE SgEWA11(
L:\CAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPI N-5-GS.DWG
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
LAND MANAGEMENT GROUP INC CLIENT: JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS B U I LD I N G SECTIONS
PO BOX 2522 TELE: [phone] DRAWN BY: DATE: 5.28.2008
WILMINGTON, N.C. 28402 FAX: [phone] WILMINGTON MARINE CENTER EXPANSION
EM4L: inlo&mgroup.net SCALE: 1"= 40' SHEET 16 of 17
a NIA
roe. [a? r?i+Rp ??T
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SECTION
DROP INLET DETAIL
IiRR'a?n? ( ° "" i nw
nsE RN
CURB INLET DETAIL
? SECTI N
?QRB SIANOARO SIDC.IX OCTAR

1 . I n uan ?'.... ,
GUIDELINES FOR STANDARD CLEAN-00T
SAxIiARY SEWE0. HOUSE SERVICE
!9=
m u''n an
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
?, a?d (xrmTl
swR drnRn
a»hl??N
1
PAVEMENT SECTION
PAVEMENT PLAx
stAxOARO oR?rv?+r DETAIL
d
I
' IEA[!N rW \A OIOL[M 0[AL
CITY OF WILMINGTON
MINIMUM LANDSCAPE REQUIREMENTS
REF PRESERVATION. MINIMUM 15 REGULATED TREES PER ACRE.
MNIMW EOU'REYENTS', FOR EVERY 50 LF. I TREE
I ITCH Hf?IGHT OR 3 FLOWERING TREES 5 F7 IN HEIGHT AND 6
iHRUBS 18' MNNUA AT PLANTING..
?ARKIE FACILITIES WITHIN 50 R OF RIGHT OF WAY REWIRES I ROW
OW BUFFER EVERGREEN sHRUes IWIMUM I8' AT PUNTING.
WNU?M. 8x OF M GROSS PAVED AREAS SHALL BE LWOSGPED.
I TREE 8 FT MINIMUM HEIGHT At 6 SHRUBS 18' WNINUW AT
PLANTING REWIRED FOR EVERY 15 PARKING SPACES OR FRACTON
THEREOF. CONSECUTIVE PARKING SPACES SHALL INC01 KRATE
LANDSfAPE PENINSULAS NO MORE MW 15 SPACES WART AND AT THE
THE ENDS OF ALL PARKING ROWS. MINIMUM 8 FT WOE HE'D 100 SF
IN AREA 5 TEES YWMU4 EOUED FOR INTERIOR ISLANDS.
BUFFER YARDS. HEIGHT REYAEMENTS
TEES - 8 FT NaMUM AT PLAITING 2' MIN. CAL.
15 R MNUUM MATURE HEIGHT
EVERGREEN SHRUBS - 56' MNIfM AT PLAITING
6' NINMUY WT`RE HEIGHT
FENCE OPTON - B FT "Mum HEGNT IIAUS,RML ZO.K
6 R MINIMUM HEIGHT ALL OTHER
NO Plµl MAEAYL ORER 30' N THESE AREAS.
7?OSFWMNNCGE VEHICULAR SFREC PAW40 AROUND ALL PLANT
, cR.SS T.TE SHIERS. ETC)
OWNER IS RESPONIBLE FOR MAINTENANCE OF
NSUE SHE PLANT MATERIAL LIES.
xD,ES: IY M(,E EN T O IC PMN n THE Cm ?wrrWro-o?
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CONCRETE FLUME SECTION A-A
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CONCRETE FLUME DETAIL urfR aNCN wh P D B oy f
SCOUR HOLE DETAIL
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SIDEWALK JOINT D TAI S
1'-6' . V-O'..080 STD. KUM.
HANOewPEO PARKING SIGN
WI READ C
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LL
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RECEIVED
JUN 0 5 2008
CM WILMINGTON, NC
L:ACAMA\2005 CAMA FILES\01-05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-5-08.DWG
t'F\F,UMINA?Y FLAN5, FOP CAMA MWI1"11N6 ONLY
NCT FOP, CON5VUC11ON
BY:
TRIPP ]ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401