20020103 Ver 1_COMPLETE FILE_20020123

??
F W A TF Michael F. Easley, Governor
\O?? 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
6 r Gregory J. Thorpe, Ph.D.
Acting Director
O .C Division of Water Quality
February 22, 2002
Port Cape Fear Association, d.b.a.
Wilmington Marine Center
Mr. Skip Fry
3410 River Road
Wilmington, NC 28412
SUBJECT: Approval of 401 Water Quality and
Additional Conditions
Wilmington Marine Center
Shore Stabilization Project and
Marina Expansion
DWQ Project # 020103
New Hanover County
Dear Mr. Fry:
You have our approval, in accordance with the attached conditions (WQC # 3274) to conduct the
following activity at your property located 3410 River Road, Wilmington in New Hanover County. This
approval allows you to:
1). Construct a stone rip rap or bulkhead the remaining 600-650 linear feet of unstabilized shoreline;
2). Construct additional docks to add 31 new boat slips.
This approval is only valid for the purpose and design that you described in your CAMA application
dated January 18, 2002 received by the Division of Water Quality (DWQ). After reviewing your
application, we have determined that General Water Quality Certification Number 3274 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 and Coastal Stormwater. In addition, this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA
application dated January 18, 2002. 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 below:
1). When the shoreline stabilization portion of the project is being constructed, the CAMA representative
will need to come back to the site and re-stake the CAMA line to avoid additional impacts. (If the
vegetated wetland impacts exceed 750sq ft, please notify this Office in writing).
2). When working on the docks and rip rap/bulkhead, turbidity controls must be maintained throughout
construction, so that turbidity does not exceed 25 NTUs outside the project area. Please contact this
Office at the number listed below if there are any problems with turbidity; 94
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Page Two
Mr. Skip Fry
February 22, 2002
3). The attached Certificate of Completion (COC) must be submitted to the Division upon final
construction of the site.
Please notify this Office at the number listed below if any problem arises during the construction of the
project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #020103 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3274
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
401/Wetland Unit, Central Office - Cyndi Karoly
CAMA Wilmington -Ed Brooks
CAMA Raleigh - Doug Huggett
Tripp Engineering - Charles D. Cazier, E.I.
Central Files
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhius
Non-Discharge Branch WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Port Cape Fear Assoc / dba Wilmington Marine
Project Number 02 0103
Recvd From DCM
Received Date 1/23/02 Recvd By Region
Project Type
County New Hanover
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA OTHO Y O N F- 18-(71) SC ? 30,617. 0.40 I F_ F_
-M-AF
Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more Info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue # ISSue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objections to the project as proposed, as long as turbidity and vegetated wetland---
0 mpacts are minimized.
:[bg,40 F;ym r4ttQn oo 2-22rC2.
cc: Regional Office
Central Office Page Number 1
A ENCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
January 18, 2002
MEMORANDUM t'I ;,?
TO: Mr. John R. Dorney
Division of Water Quality
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, Cape Fear River, New Hanover County
JM23?M2
Proposed Project: Modification of Permit 128-98 - Proposes to modify a portion of the existing docks and
construct additional docks to add 31 new boat slips and stabilize the remaining 600-650
linear feet of the existing basin's shoreline, with large stone rip rap and/or bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 8, 2002. If you have any questions regarding the proposed project, please contact Ed Brooks at 910-
395-3900. 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT '
FIELD INVESTIGATION REPORT - Proposed Permit Modification
1. APPLICANT'S NAME: Port Cape Fear Assosiation / dba Wilmington Marine Center
2. LOCATION OF PROJECT SITE: 3410 River Road, adjacent to the Cape Fear River, in
Wilmington, North Carolina.
Photo Index - 1995:14-148; A-E, 18-21 JM:4-179-29; G-I, 11-15 19844:15-191; P-R, 19-21
State Plane Coordinates - X: 2317600 Y: 157200 Rover File No.- 0-011517A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/15/02
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 12/21/01
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,CW
(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, and
parking.
Planned - Modification of existing and addition of new docks, complete
the remaining bank stabilization with rip rap and/or bulkhead.
G) Estimated Annual Rate of Erosion: N/A
Source : N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FTT.T .FD nTNFR
(A) Vegetated Wetlands 750 s ft.
(B) Non-Vegetated Wetlands -
O en Water 4.500 sgft.
(C) Other - Hi h round disturbance 13,000 s ft.
(D) Total Area Disturbed: 17,500 sqft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No Resource
8. PROJECT SUMMARY: The applicant proposes to modify a portion of the existing docks and
construct additional docks to add 31 new boat slips, and stabilize the remaining 600-650 linear feet of
the existing basin's shoreline, with large stone rip rap and/or bulkhead.
Port Cape Fear Marina
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. The inland basin is approximately 700 feet
long and 300 feet wide, and includes 78 wet slips (15 covered wet slips), a travel hoist, and a boat rail
system, with associated temporary dockage between the boat hoist and rail. The marina is accessed from the
Cape Fear River by an access channel, approximately 2200 feet in length and 100 feet wide. The surrounding
highground currently includes a service/repair building, office, parking, and a permanent, diked spoils
disposal area. The applicant has an active permit (State Permit # 128-98) for continued maintenance
excavation of the marina basin (700' X 250' X -8') and entrance channel (2220' X 100' X -8'), as well as,
replacement of the covered wet slip facility and the stabilization of the basin's western and northern
shorelines.
The Cape Fear River is classified as SC waters by the NC Division of Water Quality. It is a designed Primary
Nursery Area (PNA) by the NC Division of Marine Fisheries.
The applicant is proposing to modify his existing permit to complete the remaining shoreline stabilization of
the marina basin. There are two areas of the shoreline which have not yet been stabilized. The first is a
section, approximately 250 linear feet in length, in the southwest corner of the basin, along the peninsula
(spoil disposal area). There are narrow pockets of Smooth Cordgrass (Spartina alterniflora) and Salt Reed
Grass ( artina cynosuroides) that have colonized along edge of the unstabilized shoreline. The second area
is, approximately 350 linear feet in length, and it is located in the basin's northeast corner, between the
existing fuel docks, around the marine railway, to the fixed docks on the north side of the marina. Smooth
Cordgrass (Spartina alterniflora) and Salt Reed Grass ( artina cynosuroides) have also colonized a small
area, approximately 100 feet long and 10-20 feet wide, on the south side of the marine railway. The proposed
erosion control structures in this' area would be landward of the wetland pocket. The applicant is requesting
the option of using either stone rip rap or installing concrete bulkhead. If the rip rap option is used the
existing bank would be graded to a 2:1 slope, then covered with filter fabric and large stone rip rap. The toe
of the rock would extend approximately 10 feet into the marina basin, below mean high water (MHW). If the
bulkhead option is selected, the wall should average no more than 5 feet below MHW. The applicant is also
proposing to modify the slip arrangement on the north dock and install additional docking facilities for
smaller vessels. The north side fixed dock would be extended 36' X 8', all of the fixed finger piers removed,
and eight (8) new floating finger piers installed (2 @ 23', 3 @ 43', 2 @ 38', 1 @ 33'). The existing marine
rail dock would be replaced with a new dock (fixed or floating) 160 ` X 8'. A new floating dock system is
proposed to replace the existing floating docks between the fuel dock and the marine railway. This dock
would consist of approximately 325 linear feet of floating dock, 6 feet wide, with 12 finger piers arranged
along its length (3 @ 23', 7 @ 33', 2 @ 53', 1 @ 38'). The redesigned and additional docking facilities
would result in 31 additional boat slips.
10. ANTICIPATED IMPACTS
The proposed shoreline stabilization would cause the loss of approximately 750 square feet of Coastal
Wetlands and incorporate, approximately 4,500 square feet of shallow bottom within the existing inland
basin. The project would stabilize the remaining 600-650 linear feet of the basin's shoreline. The proposed
dock modifications and new docking system would create an additional thirty-one (31) boat slips.
Submitted by: E.F. Brooks Date: 1/17/02 Office: Wilmington
TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
November 26, 2001
Mr. Ed Brooks
NCDENR, CAMA
127 Cardinal Drive
Wilmington, NC 28405-3845
Re: Wilmington Marine Center
TE 01015
p ECEHVE
ED_' 1 n 2001
DIVISION OF
COASTAL MANAGEMENT
Dear Mr. Brooks:
Enclosed is the application and permit documents for a modification of CAMA
Permit # 128-98 and #160-88. The proposed work will take place at Wilmington
Marine Center. The project consists of bank stabilization within the existing marina
basin, replacement and new construction of fixed and floating slip facilities.
Approximately 60% of the banks within the marina basin are currently
stabilized with either concrete bulkhead, or man sized rip rap with fabric matting. The
proposed work will bring the interior banks of the basin to 100% stabilization. Option
one of stabilization will consist of straightening and grading the existing marina bank.
The final slope will be 2:1 and consist of rock rip rap and fabric matting. Option two
will be the installation of pre-stressed concrete bulkhead sheet piles.
In addition modifications and addition to the existing slip facilities will result in
31 proposed slips. Slip modifications and additions are to provide better access as
well as smaller boat facilities.
Please review the enclosed permit application consisting of:
A. General Application, DCM-MP-1
B. Excavation and Fill, DCM-MP-2
C. Structures, DCM-MP-4
D. Copy of Recorded Deeds
E. Permit Drawings 1-5
F. Check for $250 (#7299)
Mr. Ed Brooks
Page 2 of 2
November 26, 2001
Thank you for your assistance in this matter. Please do not hesitate to contact us
with any questions, comments or if you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.
d E CCBHVF
DEC 10 2001
DIVISION OF
COASTAL MANAGEMENT
cc: Mr. Skip Fry, Wilmington Marine Center
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Wilmington
1. APPLICANT
c. Street address or secondary road number
a. Landowner: -' 3410 River Road (SR 1100)
Name Port Cape Fear Association, DBA
Wilmington Marine Center, c/o Skip Fry
Address 3410 River Road
City Wilmington State NC
Zip
28412 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Tripp Engineering, P.C.
Address 419 Chestnut Street
City Wilmington State NC
Zip 28401 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Wilmington Marine Center
N07F. Permit will be issued in name oflandowner(i), and/or
project name.
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.
Stabilization of existing open banks
within the marina basin. Replacement
and new construction o fixed an
floating boat slip facilities.
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? 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. Stabilization of banks is
requested for erosion problems and ease
of maintenance. Replacement and new
2. LOCATION OF PROPOSED serve
--T
PROJECT prove
71
1
a. County New Hanover
DEC 1 0-'01
Revised 03195
i.sting marina
slips aor new

DIVISION OF
C-: ASTAL MANAOEMEN
Foi in 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 9-15 above MSL (Mean Sea Level)
d. Soil type(s) and texture(s) of tract
sand and clay, fill dirt
e. Vegetation on tract
lawn, smallshrub, trees
f. Man-made features now on tract
Marina, buildings, sheds
What is the CAMA Land Use Plan land
classification of the site? (Consult the local k nd 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 cen(ficate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? State of NC 1990
k. Is the project located in a National
Historic District or does it involve
Register listed or eligible property?
Yes X No
in. Describe existing wastewater treatment facilities.
City of Wilmington Sewer
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Run off throucrh treated swales
o. Describe existing drinking water supply source.
Citv of Wilmincton Potable Water
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Registered Pkase note that original drawings are preferred and
i National 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
_ No Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
No requirements and it must be sufficiently detailed to
ide agency personnel unfamiliar with the area to the
1'717 V F
1. Are there wetlands on the site? X Yes
Coastal (marsh) X Other
If yes, has a delineation been conducted. .
(Attach dooomntation, if availab I I51
Revised 03195 ?? 1 O
CO ?ASTIAL
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Bill Dungan , Plant Manager
Address National Gypsum, 38 Sunnyvale Rd.
Phone Wilmington, NC 28412
Name
Address
Phone
Michael I. Arnolt
3833 N. Meridian St. Ste. 307
Indianapolis, IN 46208
Name Arthur Howard, Power Services
Address 3938 Market Street
Phone Wilmington, NC 28403
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
LAMA; 160-88 , i2
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the It day of IJO LJ ,AVacS
Print Name Ne son B.-Fry
Signature
Im%do~r or Authorized Ag
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
\bottom of each form.
D
DEEC 10 2001
D
DIVISION OF
COASTAL MANAGEMENT
Revised 03/9S
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 FUW
EYhift Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
Mbiliwion)
Revised 03/95
Length Width Depth
1. EXCAVATION ????
a. Amount of material to be excavated from below
MHW or NWL in cubic yaz s
b. Type of material to be excav?ted
c. Does the area to be exca ated include coastal
wetlands (marsh), submerg aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL ty /A
a. Location of disposal ar?a
b. Dimensions of disposallarea
c. Do you claim title to disposal area?
Yes o
If no, attach a letter ting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
DEC 10 2001
DIVISION OF
COASTAL 10ANAGEMENT
Form DCM-MMP-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
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b.
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
b. Length
4310r- SEW Z00 c. Average distance waterward of MHW or NWL
10,
d. Maximum distance waterward of MHW or NWL
12'
e. Shoreline erosion during preceding 12 months
2'
(Source of iaformotion) personal observation
f. Type of bulkhead or riprap material concrete
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap j6(4- -L Le V
(2) Bulkhead backfill
h. Type of fill material stone ri rap
i. Source of fill material
Universal Transload or other supply
4. OTHER FILL ACTIVITIES /A
(Excluding Shoreline Stabilization)
Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X 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? NA
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
backboe & barge, excavator, and
crane.
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Yes X N Wilmington Marine Center
a. Will fill material be bro h o s e?

Apolie&t oorect N
Signature Nelson B. Fti-y
Date
Rerised03/95 COASTA fv;=. ='`MENT
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial -Community _ Private
(2) Number 2
(3) Length 630'
(4) Width 61 to 8'
(5) Finger Piers X Yes No
(i) Number 15
(ii) Length 5@23',7@33',2@5 1,1@361
(iii) Width 4' to 6'
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 31
(8) Proximity of structure to adjacent riparian
property lines 50' min
(9) Width of water body NA
(10) Water depth at waterward end of pier at
MLW or NWL 6' to 8'
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW,
wetlands
(3) Maximum distance beyond MHW,
wetlands
NWL or
NWL or
e. Mooring buoys
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give eonplere description)
Proposed dock structures are within
an existing enclosed marina basin
and secured with conventional
piling configurations.
Wilmington Marine Center
Ap j r jest
Signature Nelson B. ry
Date
R B/"? Al
ill, Qi;. C 1 G' 2001
-%OfiSTgj !i/iI,IV.G?a?f??l'?T
Revised 03/95
Form DCM-MP-6
M"INA
DEVELOP NT
(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 401
h. Maximum boat length 12 0 '
i. Are any floating structures planned? Yes
if so, describe floating docks'
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?
No
d. Check all of the types of services to be provided.
X Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies -
X Dockage ("wet slips") only
Number of slips 9 0
NA Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
X Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
X other (describe) Enclosed Basin
2. MARINA OPERATIONS
* a. Check each of the following sanitary. facilities that
will be included in the proposed project.
X Office toilets Existing
X Toilets for patrons Existing
Number 3 male, 3 female
Location on site
X Showers
Boat holding tank pumpout
Type and location
*b. Describe treatment type and disposal location for all
sanitary wastewater. City of Wilmington
municipal system
*c. Describe the disposal of solid waste, fish offal and
trashdisposal._Existing service by
City of Wilmington and Waste
Management recycling aluminum &
plastic. Fish cleaning not allowed
d. How will overboard discharge of sewage from boats
be controlled? Not permitted.
Numerous signs posted.
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types).The existing and proposed e.
boats to be mixed power & sail
20-75 ft.
Give the location and number of
Discharge" signs proposed. 1 at
1 at channel entrance
"No Sewage
fuel dock,
Revised 03M
Form DCM-MP-6
*f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
On-site containment of pollutants
is done by Baker Marine Corp,
located on site.
* o. Is the marina proposed within a -pr-imar-y-4-
secondary nursery area? X Yes No
* p. Is the marina proposed within an area open v
shellfish harvesting? Yes X No
No sWl f 1 Sb harvest iBg l shone
wi in e marina sin.
q. Give the location and number of "Pumpout
Available" signs proposed. , NA
Not legal in City of Wilmington
*g. Where will residue from vessel maintenance be
disposed of? Residue is disposed of by
Baker Marine. They have containers
and dumpsters and use Waste Mgmt.
Co. and P&W Oil for off-site
removal.
h. Give the number of channel markers and "No
Wake" signs proposed. 10 existing
daymarkersin channel
i.
*j.
k.
*1
M.
Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. Existing fuel dock at
central location with contained
tanks and numerous oil spill
provisions.
Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. 4 2' tide fills and empties
the basin twice daily.
What will be the marina policy on overnight and
live-board dockage? Limited live aboards
allowed. Overnight and transient
dockage encouraged.
Is the proposed marina located near any shellfish
]eases? Yes X No
If yes, give the name and address of the leaseholder.
If this project is an expansion of an misting marina,
what types of services are currently provided?
Currently 79 slips, fuel docking,
bathrooms, repairs, parking
n. How many slips are now available? 79
Wilminaton Marine Center
AnnWant Pr,*
Sigmture
?/i7s/az.
Dim
* This form, being submitted as part of a
modification for an existing marina, is so
the marina can change the configuration
and allocation of slips within their
enclosed basin. This facility, which has
been designated a "Clean Marina" by
NC Marine Trade Assn., is continually
involved in protecting water and land
quality within the marina and at adjacent
properties.
Reviwd 03193

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