19980640 Ver 1_COMPLETE FILE_19980706

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 24, 1998
New Hanover County
WQC 401 Project # 980640
APPROVAL of 401 Water Quality Certification
Mr. Skip Fry
Port Cape Fear Marina
3410 River Road
Wilmington, NC, 28412
Dear Mr. Fry:
You have our approval, in accordance with the attached conditions, to dredge 409,500 square feet of water and fill 7,
500 square feet of water for the purpose of conducting maintenance dredging and stabilize shoreline at Port Cape Fear
Marina, as you described in your application dated July 30, 1998. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Number 3112. In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 or 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 application. If you change your
project, you must notify us 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.
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 which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-1786.
Attachment %
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
980640.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
To: John Dorney
Environmental Sciences Branch
DIVISION OF. WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: STEENHUIS-9 [,5 -j (I ? ??
WQ SUPERVISOR: SHIVER
DATE: July 24, 1998
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 98 PERMIT NO.: 980640 COUNTY: New Hanover
PROJECT NAME: Port Cape Fear Assoc/Port Cape Fear Marina/Skip Fry
PROJECT TYPE: D & F PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: July 13, 1998
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: Cape Fear River
CLASS: SC STREAM INDEX #: 18-(71)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to replace an existing covered boat slip area with a
new structure, and stabilize 750 linear feet of the existing marina basin's shoreline with large stone rip rap.
Dredge the basin bottom from a -6 to -8 MLW.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certificate # 3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING a?t Jy ? a `-A
?ii3i?wtups r
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS14 r
OF RESOURCE? No - basin was dug out of uplands.' '
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes JUL ® 199
BRANCH
980640.July
Page Two
T Y ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMPr RESIMCTIONS: That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
25 NTU.
cc: Central Files - John Dorney
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker
• `? , DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Port Cape Fear Marina/Skip Fry
2. LOCATION OF PROJECT SITE: 3410 River Road, adjacent to the Cape Fear River, in
Wilmington, North Carolina.
Photo Index -M:14-148; A-E, 18-21 1M:4-179-29;G-I,11-15 1984:15-191;P-R,19-21
State Plane Coordinates - X: 2317600 Y: 157200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4-13-98
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 6/8/98
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover Co.
Land Classification From LUP - Upland/Urban Transition; Cape Fear River/Conservation
(B) AEC(s) Involved: ES,PT,EW
© 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 - Replacement of covered boatslip area, stabilize
bank with rip rap
G) Estimated Annual Rate of Erosion: N/A
Source : N/A
7. HABITAT DESCRIPTION: [AREA]
999L?LU 'FIL ll ETHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands -
Open Water 409,50OOgft. 7,500 sgft.
(C) Other - Hi h ound 3600 s ft.
(D) Total Area Disturbed: 420,600 sqft.
(E) Primary Nursery Area: Yes
(F Water Classification: SC Open: No Resource
8. PROJECT SUMMARY: The applicant proposes to replace an existing covered boat slip area
with a new structure, and stabilize 750 linear feet of the existing marina basin's shoreline with
large stone rip rap.
Pgrt Cape Fear Marina
Page 2
9. PROTECT DESCRIPTION
The project site is the existing Port Cape Fear Marina 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 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 has an active permit for continued maintenance excavation of the marina basin (700' X 250'
X -6) and entrance channel (2220' X 100' X -6'). The applicant is proposing to. modify this permit to
increase the permitted excavation depth from -6 feet to -8 feet at mean low water (MLW). During low
water conditions, the larger, deeper draft vessels utilizing the facility, cannot safely navigate to the
federally maintained river channel (-32 feet @ MLW). The applicant also proposes to replace the covered
boat slip structure. The existing 20 year old building would be removed and new one constructed. The
new structure would be approximately 360 feet long and 85 feet wide, and would include a six (6) feet
wide dock the length of the building , with 17, four (4) feet wide finger piers (5@30', 6@36', 6@25')
to accommodate 17 boat slips. During the installation, the applicant plans to complete the excavation of
the small peninsula (approx. 90' X 40') at the south end of the existing covered slip area. This excavation
was previously permitted during the basin expansion, but never completed. In conjunction with these
improvements to the facility, the applicant also proposes to stabilize the shoreline along the rear of the
covered boat area, as well as, the basin's northern shoreline. The vertical bank would be graded to a 2:1
slope, covered with filter fabric and large stone rip rap. The total length of the rip rap would be 750 feet,
and it would extend approximately 10 feet into the marina basin, below mean high water.
10. ANTICIPATED EMPA T
The proposed deepening of the facility would disturb approximately 409,500 square feet of previously
dredged bottom. The proposed rip rap would incorporate 7,500 square feet Estuarine Waters and Public
Trust Area within the existing inland basin, as well as, stabilize 750 linear feet of the basin's shoreline.
Excavation of the peninsula would convert 3600 square feet of highground, to Estuarine Waters/Public
Trust Area, and may possibly enhance water circulation within the marina.. The proposed replacement
structure for covered boat dockage would create an additional two (2) boat slips.
Submitted by: E.F. Brooks Date: 7/9/98 Office: Wilmington
Form DCM-MP-1
HVE
APPLICATIO.'SN"
MAY 2 6 1, 9-v
(To be completed by all applicants)
DIVISION r.)F
OASTAL MANAGEMENT
1. APPLICANT b. City, town, community or landmark
Wilmington
a. Landowner:
Name Port Cape Fear Association, DBA
Wilmington Marine Center, c/o Skip Fry
Address 3410 River Road
c. Street address or secondary road number
3410 River Road (SR1109)
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
City Wilmington State NC
Zip 28412 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Jon Guerre Taylor, P.E., Inc., c/o Jim Posda
Address PO Box 1082
City Mount Pleasant State SC
Zip 29464 Day Phone [phone]
Fax [phone]
c. Project name (if any) Wilmington Marine Center
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
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.
Remove and replace existing covered boatslips to
new constructions excavation, fill andstabilization of
existing bank of the marina basin dredging of
existing marina basin to -8.0 MLW disposal on site
of dredge material.
b. Is the proposed activity maintenance of anexisting
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. An existing covered shed will be
replaced with a new structure to better meet current
boat design. Marina bank to be excavated to accept
new building (See Permit 160-88) Basin to be dredged
to -8.0 MLW to bettersupport operation of currentboats
using this facility.
Revised 03/95
Form DCM-MP-1 ECENE
4. LAND AND TE "Y 2 61998
CHARACTE I?
D
DIVISION OF
a. Size of entire tractCGEMENT
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, small shrub. trees
f. Man-made features now on tract Marina,
Buildings, Sheds
9.
What is the CAMA Land Use Plan land
classification of this site? (Consult the local land use
plan).
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
CS. Commercial Services
i. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? X
(Attach documentation, if available)
Revised 03/95
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
through treated swa/es
o. Describe existing drinking water supply source.
City of Wilmington Potable water
F. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
¦ A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument
under which the owner claims title, plus written
permission from the owner to carry out the project.
¦ An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in
black ink on an 8 1/2" by I 1 " white paper. (Refer to
Coastal Resources Commission Rule 710203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
Form DCM-MP-1
the 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
application further certifies that such notice has been
provided.
Name 1. Bob Schriber. Plant Engineer
Address National Gypsum, 838 Sunnyvale Road
Phone Wilmington, NC 28412
Name 2. Michael L Arnolt
Address FearAssoc.. 3833 N. Meridian St.. Ste. 307
Phone Indianapolis. IN 46208
6. CERTIFICATION AND
PERMISSION TO ENTER ON
LAND
I understand that any permit issued in response to this
application will allow only the development described
in the application. The project will be subject to
conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with the evaluating information related to
his permit application and follow-up monitoring of the
project.
Name 3. Arthur Howard. Power Services I further certify that the information provided in this
Address 3938 Market Street application is truthful to the best of my knowledge.
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.
CAMA; 160-88
¦ 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 lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
This is the 20 day of May 19 98 ..
Print N e Ji Posda JGT
Sign e
owner o tzed Agent
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 space provided at the bottom of each
form. EOEHVE-
MAY 2 6 1998
DIVISION OF
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MSL) or (NWL)
Canal
Boat Basin
Boat Ramp
Rock groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
p 0 -6.0 -8.0
2,220' JQr MLW MLW

-6.0 -8.0
700' 250' MLW MLW

f , ECEIVE
Itr,?' Z 5 X998 Di
DIVISION OF
0,0.ASTA NdANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards Appx.."^860 car
2`t, 4 07 Cy
b. Type of material to be excavated Fill Material.
Soil. Sand. Clay
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X -No
d. Highground excavation in cubic yards 1.900 cv
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On Site
b. Dimensions of disposal area 120'x 250'
c. Do you claim title to disposal
Y area.
X Yes No
If no
attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? On Site
Revised 03/95
Form DCM-MP-2
I* ,
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 750'
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
If yes,
(1) Amount of material to be placed in the water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Dredge will be placed
in an existing on-site basin
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Dredge: hydrolic dredge
shoreline: backhoe
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
(Source of information)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 500
(2) Bulkhead backfill
h. Type of fill material Stone Rip Rap
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be bro t t alApphicaant orl 7r'7ectN e
Yes Noj
MAY 2 6 1998
Revised 03/95 DIa?. VISION OF 20 May 1998
Date
Form DCM-MP-4
V R ,
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 N/A
(3) Length 360'
(4) Width 6'
(5) Finger Piers X Yes No
(I) Number 17
(ii) Length 5(y?30y? : 6(cD 6. 6025'
(iii) . Width 4'
(6) Platform(s) Yes No
(I) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 17
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at MLW
or NWL
b. Boathouse (including covered lifts)
(1) X Commercial
(2) Length 360'
(3) Width 85'
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average
wetlands
(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 complete description)
Marine Center
plicant or Projec Nam
Private
S' ature J' a, (JGT)
distance from MHW, NWL or
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03/95
e. Mooring buoys
20 May 1998
Date
tvF"'.
i1
4?? l MAY 2
?.. gut t? J
DIVISION Oiz
= STAL MANAG?roENT
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
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?
Yes X No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
Not Applicable
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 (`vet slips") only
Number of slips 17-18
Dry storage
Number of boats 17-18
Boat ramp(s)
X Other (describe)Wet slips to be covered
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
X Other (describe) Existing basin
f Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). Mixed type motor yachts. 45'- Win
length
B C E H V E
JUN 0,8 1998 D
DIVISION OF
COASTAL MANAGEMENT
g. Typical boat length 45'- 80'
h. Maximum boat length 100'
I. Are any floating structures planned? -Yes
If so, describe Possible floating coveredsllps
.and access docks
2. MARINA OPERATIONS
NOT APPLICABLE - WILL USE EXISTING
a. Check each of the following sanitary facilities that
will be included in the proposed -project.
Office toilets
Toilets for patrons.
Number
Location
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for all
sanitary wastewater
c. Describe the disposal of solid waste, fish offal and
trash disposal.
d. How will overboard discharge of sewage from boats
be controlled?
e. Give the location and number of "No Sewage
Discharge" signs proposed.
Revised 03/95
Form DCM-MP-6
a M t
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be
disposed of?
h. Give the number- of channel markers and "No
Wake" signs proposed.
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect
water quality. 71
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts.
k. What will be the marina policy on overnight and
live-board dockage?
1. Is the proposed marina located near any shellfish
leases? Yes No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Revised 03195 D B(CEZVE
JUN .9 8 1998
o. Is the marina ro ?IQEF primary or
secondary nu . L MAMAG
p. Is the marina proposed within an area open to
shellfish harvesting? Yes No
q. Give the location and number of "Pumpout
Available" signs proposed.
Applicant or Project
3-June 1998
Date
n. How many slips are now available?
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PURPOSE MODIFICATION OF A
MAJOR PERMIT
ADJACENT PROPERTY
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PROPOSED: REBUILD COVERED
SLIP BERTHING FACILITY FOR
QUAD SHEET RECREATIONAL WATERCRAFT,
WILIMINGTON QUAD HARBOR DREDGING
IN WILIMINGTON MARINE CENTER
WILIMINGTON MARINE CENTER 01`4 CAPE FEAR RIVER
MARINA COLNTY OF NEW HANOVER
STATE OF- NC
C/O 5KIP FRY
3410 RIVER ROAD DATE: 5/20/98
WILIMINGTON NG 28401
SHEET. I OF6
JON Gl82RY TAYLOR P.E
WMCPI
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Clarendon
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PURPOSE: MODIFICATION OF A
MAJOR PERMIT
VICINITY MAP
ADJACENT PROPERTY:
10. NATIONAL GYPSUM CO.
02 FEAR ASSOC.
03 POWER SERVICES
WILIMINGTON MARINE CENTER
MARINA
G/O SKIP PRY
3410 RIVER ROAD
WILIMINGTON NG 28401
MAY 2 6
E

r
PROPOSED: REBUILD COVERED
SLIP BERTHING FACILITY FOR
RECREATIONAL WATERCRAFT.
HARBOR DREDGING
IN: WILIMINGTON MARINE CENTER
Olst CAPE FEAR RIVER
COUNTY OF NEW HANOVER
STATE OFF NC
DATE: 5/20/98
SHEET: 2 OF 6
VERT CL 65FT DOWN
enfield
ake
JON G ERRY TAILOR PE
WMCP2
P, R 7 v R CHAS TO PORT CAPE FEAR RIVER
MAY 2 6 1998. }
DIVISION OF WI
l
COASTAL MANAGEMEN'
W
G??? OF
EXISTING SPOIL BASIN
WITH EFFLUENT PIPE
TO BE USED FOR
DREDGE DISPOSAL ?•
EXISTING ii'
SPOIL Bg51N
FUTURE DEVELOPMENT
O!
Q
w
LL
BANK LINE
FUTURE DEVELOPMENT
BASIN SLOPE
EXISTING W11LLU.111wi
COVERED SLIPS
TO BE REMOVED
EXISTING °
DOCKS
AVEL
HOIST
DMIN. AND RAIL
ERVICE BASIN
BUILDING
O
U
C?
J
Q
O
Q
Z

1. O
POWER SERVICES
Q
00
R Q
m
NORTH
SCALE: 1'=200'
PURPOSE: MODIFICATION OF A PROPOSED= REBUILD COVERED
MAJOR PERMIT SLIP BERTHING FACILITY FOR
EXISTING SITE CONDITIONS RECREATIONAL WATERCRAFT,
ADJACENT PROPERTY HARBOR DREDGING
IN: WILIMINGTON MARINE CENTER
11 NATIONAL GYPSUM CO. WILIMINGTON MARINE CENTER ON. CAPE FEAR RIVER
FEAR ASSOC. MARINA COUNTY OFF NEW HANOVE2
POWER SERVICES C/O SKIP FRY STATE OFF NC
3410 RIVER ROAD DATE: 5/20/98
WILIMINGTON NC 28401
' SHEET= 30F6
JON GUS22Y TAYLOR PE
WMCP3

. • . . . . u
.EXISTING BASIN
ING BULKHEAD
CITY
pk I
lit,
500 ' FROM END OF MAINTAINED
CHANNEL TO
UPPER BRUNSWICK RANGE / -ao
ECEIVE -
MAY 2 6 1998
?Sv
DIVISION OF
COASTAL MANAGEMENT
MHW +2.78 MSL
I=( M7;VD ) 4
ML - I. 4 M L
EXISTING CHANNEL
BOTTOM -6.0 MSL ' ` DREDGE AREA
PROPOSED CHANNEL
BOTTOM -8.0 MSL
CHANNEL AND BASIN
DREDGING PLAN
A - A' TYPICAL CHANNEL SECTION
4a _ EXISTING ENTRANCE CHANNEL
4.0 250 ' X 2,220 ' - 6.0 M.S.L.
PROPOSED DREDGE DEPTH
0 - 8.0 ' M.S.L
1 .Y 'Y W W .Y
11 W W .Y .Y W
W .L-; 1 W
W W
O 1m FUTURE
w DEVELOPMENT
6.0
L----t- j
-6A
EXISTING
EXISTING BASIN / DOCKS
FUTURE DEVELOPMENT 6.0
- fiO
PURPOSE: MODIFICATION OF A
MAJOR PERMIT
ADJACENT PROPERTY
IQ NATIONAL GYPSUM CO.
O FEAR ASSOC.
03 POWER SERVICES
- 10.0
2?(i C9?
C9 / ?? U
-&2
J
/ l
- 5.
A
COVERED BOAT SLIPS
TO BE REMOVED
PROPOSED BASIN DREDGE
DEPTH - 8.0 MSL
NORTH
SCALE 1' - 300.
PROPOSED: REBUILD COVERED
SLIP BERTHING FACILITY FOR
RECREATIONAL WATERCRAFT,
HARBOR DREDGING
IN- WILIMINGTON MARINE CENTER
ON: CAPE FEAR RIVER
COUNTY OFF NEW HANOVER
STATE OF= NC
WILIMINGTON MARINE CENTER
MARINA
C/0 SKIP FRY
3410 RIVER ROAD
WILIMINGTON NC 28401
DATE 5/20/98
SHEET: 5 OF 6
JON G ERWr TAYLOR PE
WMCP4
F
I0r 1
- EXISTING BASIN BANK
- TIE IN NEW RIP RAP
TO EXISTING BANK
PROPOSED RIP RAP
SHORE STABILIZATION
GUT AREA
LAMA, 1GO-88
FILL AREA -?

• G 20'x72' SLIPS
A
5 20'x O' SLIPS
ECENE
MAY 2 6 1998
DIVISION OF
COASTAL MANAGEMENT
G' MAIN FLOATING DOCK
4' FINGER DOCK
GUT AREA --\ B
M-- T
G 1G'x45' SLIPS
- - --
EXISTING COVERED SLIPS
TO BE REMOVED
EXISTING BULKHEAD
PURPOSE: MODIFICATION OF A
MAJOR PERMIT
ADJACENT PROPERTY :
O NATIONAL GYPSUM CO.
(2 FEAR ASSOC.
03 POWER SERVICES

Z O
w
0-
EXISTING I
DOCKS ?- PROPOSED
TO REMAIN RIP RAP SHORE
STABILIZATION
f
TIE IN NEW
I RIP RAP TO
EXISTING 5ANK
I
NORTH
5GALE V = 50'
PROPOSED COVERED SLIPS
PLAN
WILIMINGTON MARINE CENTER
MAG2INA
G/O SKIP FRY
3410 RIVER ROAD
WILIMINGTON NG 28401
PROPOSED, REBUILD COVERED
SLIP BERTHING FACILITY FOR
RECREATIONAL WATERCRAFT,
HARBOR DREDGING
IN: WILIMINGTON MARINE CENTER
ON: CAPE FEAR RIVER
COUNTY OF: NEW PANOVE 2
STATE OF- NC
DATE- 5/20/98
SHEET 5 OF 6
JON GLISMY TAYLOR PF-
WMCP5
TOP OF BANK 8.0' MSL
MA) 2 1998 PILE SUPPORT FOR SHED
DiWiSION OF PROPOSED DREDGE DEPTH
ASTAL MANAGEME -8' MLW
EXISTING DREDGE DEPTH
-G' MLW -
STORM' TIDE +10.9 MSL I 32.12' 24.0'1 20.0'
GUT AREA MSL CNGVD)
MLW -1.34' MLW
MHW +2.78 MLW
A-A GOVERED SHED ELEVATION
1"=GO' .
STORM TIDE +10.9' MSL
MHW +2.78 MSL
EXISTING BANK
MAN SIZED RIP RAP
ON FILTER FABRIC
MSL CNGVD)
MLW -1.34 M51
EXISTING DREDGE DEPTH -G' MLW
PROPOSED DREDGE DEPTH -8' MLW
B-B BANK GROSS SECTION
1'=l r),
PURPOSE: MODIFICATION OF A
MAJOR PERMIT
ADJACENT PROPERTY
(D NATIONAL GYPSUM CO.
O FEAR ASSOC.
POWER SERVICES
COVERED SLIP
ELEVATION AND SECTION
VVILIMINGTON MARINE CENTER
MARINA
C/O SKIP FRY
3410 RIVER ROAD
WIUMINGTON NC, 28401
TOP BANK
+8.0 MSL
NEW GRADE
2 : 1 SLOP]
FILTER FABRIC
SCALE AS SHOWN
PROPOSED REBUILD COVERED
SLIP BERTHING FACILITY FOR
RECREATIONAL WATERCRAFT,
HARBOR DREDGING
IN: WILIMINGTON MARINE CENTER
ON: CAPE FEAR RIVER
COUNTY OF- NEW PANOVER
STATE OF NC
DATE: 5/20/98
SHEET= 6 OF6 I
JON GL822Y TAYLOR PE
WMCP6
i .r
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT' S NAME: Port Cape Fear Marina/Skip Fry
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 IM:4-179-29; G-I, 11-15 19M:15-191; RR, 19 21
State Plane Coordinates - X: 2317600 Y: 157200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4-13-98
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 6/8/98
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover Co.
Land Classification From LUP - Upland/Urban Transition; Cape Fear River/Conservation
(B) AEC(s) Involved: ES,PT,EW
© 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 - Replacement of covered boatslip area, stabilize
bank with rip rap
G) Estimated Annual Rate of Erosion: N/A
Source : N/A -
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTRRR
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands -
Open Water 409,500 sgft, 7,500 sgft.
I(C) Other - Hi h ound 3600 s ft.
(D) Total Area Disturbed: 420,600 sgft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No Resource
8. PROJECT SUMMARY: The applicant proposes to replace an existing covered boat slip area
with a new structure, and stabilize 750 linear feet of the existing marina basin's shoreline with
large stone rip rap.
Port Cape Fear Marina
Page 2;
9. PROTECT DESCRIPTION
The project site is the existing Port Cape Fear Marina 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 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 has an active permit for continued maintenance excavation of the marina basin (700' X 250'
X -6) and entrance channel (2220' X 100' X -6'). The applicant is proposing to modify this permit to
increase the permitted excavation depth from -6 feet to -8 feet at mean low water (MLW). During low
water conditions, the larger, deeper draft vessels utilizing the facility, cannot safely navigate to the
federally maintained river channel (-32 feet (& MLW). The applicant also proposes to replace the covered
boat slip structure. The existing 20 year old building would be removed and new one constructed. The
new structure would be approximately 360 feet long and 85 feet wide, and would include a six (6) feet
wide dock the length of the building , with 17, four (4) feet wide finger piers (5@30', 6@36', 6@25')
to accommodate 17 boat slips. During the installation, the applicant plans to complete the excavation of
the small peninsula (approx. 90' X 40') at the south end of the existing covered slip area. This excavation
was previously permitted during the basin expansion, but never completed. In conjunction with these
improvements to the facility, the applicant also proposes to stabilize the shoreline along the rear of the
covered boat area, as well as, the basin's northern shoreline. The vertical bank would be graded to a 2:1
slope, covered with filter fabric and large stone rip rap. The total length of the rip rap would be 750 feet,
and it would extend approximately 10 feet into the marina basin, below mean high water.
10. ANTICIPATED IMPACTS
The proposed deepening of the facility would disturb approximately 409,500 square feet of previously
dredged bottom. The proposed rip rap would incorporate 7,500 square feet Estuarine Waters and Public
Trust Area within the existing inland basin, as well as, stabilize 750 linear feet of the basin's shoreline.
Excavation of the peninsula would convert 3600 square feet of highground, to Estuarine Waters/Public
Trust Area, and may possibly enhance water circulation within the marina.. The proposed replacement
structure for covered boat dockage would create an additional two (2) boat slips.
Submitted by: E.F. Brooks Date: 7/9/98 Office: Wilmington
Form DCM-MP-1
?S
APPLICATIO' ?
MAY 2 6 sct.
??.:b?
) D
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Port Cape Fear Association, DBA
Wilminaton Marine Center, cc/o Skip Fry
DIVISION OF
"OASTAL MANAGEMENT
b. City, town, community or landmark
Wilmington
c. Street address or secondary road number
3410 River Road (SR1100)
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
Address 3410 River Road
City Wilmington State NC
Zip 28412 Day Phone [phone]
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Fax [phone]
b. Authorized Agent:
Name Jon Guerre Taylor, P.E., Inc., c/o Jim Posda
Address PO Box 1082
City Mount Pleasant State SC
Zip 29464 Day Phone [phone]
Fax [phone]
c. Project name (if any Wilmington Marine Center
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Remove and replace existina covered boatslips to
new construction, excavation, fill andstabilization of
existing bank of the marina basin, dredging of
existina marina basin to -8.0 MLW, disposal on site
of dredge material.
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. An existing covered shed will be
realaced with a new structure to better meet current
boat design. Marina bank to be excavated to accept
new building (See Permit 160-88). Basin to be dredged
to -8.0 MLW to better support operation of current boats
using this facility.
Revised 03/95
Form DCM-MP-1 ECENE
D
4. LAND AND TE "Y 2 6 1998
CHARACTE I'
DIVISION OF
a. Size of entire tractCQAA'b?:?`1 DEMENT
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, small shrub, trees
f. Man-made features now on tract Marina,
Buildings, Sheds
g. What is the CAMA Land Use Plan land
classification of this site? (Consult the local land use
plan).
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
CS, Commercial Services
Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? X
(Attach documentation, if available)
Revised 03/95
m. 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
through treated swa/es
o. Describe existing drinking water supply source.
City of Wilmington Potable water
F. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
¦ 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 '/2" by 11 " white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.) _
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
Form DCM-MP-1
the 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
application further certifies that such notice has been
provided.
Name 1. Bob Schriber, Plant Engineer
Address National Gypsum, 838 Sunnyvale Road
Phone Wilmington, NC 28412
Name 2. Michael 1. Arnolt
Address FearAssoc., 3833 N. Meridian St., Ste. 307
Phone Indianapolis, IN 46208
Name 3. 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.
CAMA; 160-88
¦ 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 lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND
PERMISSION TO ENTER ON
LAND
I understand that any permit issued in response to this
application will allow only the development described
in the application. The project will be subject to
conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with the evaluating information related to
his permit application and follow-up monitoring of the
proj ect.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 20 day of May , 19 98 ..
Print N e Ji Posda JGT
Sign e
owner o ized Agent
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 space provided at the bottom of each
form.
Do
MAY 2 6 998 p. DIVISION OF+ Rr?,-r
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MSL) or (NWL)
Canal
Boat Basin
Boat Ramp
Rock groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
i
2,220'6` MLW MLW
700' I 250' I MLW I MLW
ECERE
b f b:l i' 2 QS 11998 -.3 7 ,
DIViSiON OF
,..; ? .ST,1,1,,a MANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards Appx..44,000 cy
2'7, Zl 0-7 Cy
b. Type of material to be excavated Fill Material;.
Soil. Sand. Clay
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 1.900 cy
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On Site
b. Dimensions of disposal area 120'x 250'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? On Site
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
If yes,
(1) Amount of material to be placed in the water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
b. Length 750'
c. Average distance waterward of MHW or NWL
10'
d. Maximum distance waterward of MHW or NWL
12'
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Dredge will be placed
in an existing on-site basin
e. Shoreline erosion during preceding 12 months
(Source of information)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 500
(2) Bulkhead backfill
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Dredge; hydrolic dredge,
shoreline; backhoe
h. Type of fill material Stone Rip Rap
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be bro t t -'9
Yes No EV
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
MAY 2 6 1998
Revised 03/95 L)II S I Q N O Date 20 May 1998
?, ?.
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial _ Community
(2) Number N/A
(3) Length 360'
(4) Width 6'
(5) Finger Piers X Yes No
(1) Commercial Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
Private
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
(I) Number 17
(ii) Length 5@30 , 6@36 ; 6(&-25'
(iii) Width 4'
(6) Platform(s) Yes No
(I) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 17
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at MLW
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial Community Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
or NWL
Marine Center
b. Boathouse (including covered lifts) plicant or Projec Nam
(1) X Commercial Private
(2) Length 360'
0-0- -Xae J' a, (JGT)
(3) Width 85' S' ature
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03/95
e. Mooring buoys
20 May 1998
Date
v Q ,
MAY 2
1 Hr'
DIVISION 0,Iz
COOSTAL MANAGrP??NT
Form DCM-MP-6
MARINA
DEVELOPMENT
. "F?' R (D E H V E
JUN 0 B 1998 DIVISION OF
COASTAL MANAGEMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
g. Typical boat length 45'- 80'
h. Maximum boat length 100'
1. Are any floating structures planned? Yes
If so, describe Possible floating covered slips
and access docks
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
Yes X No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
Not Applicable
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 (`vet slips") only
Number of slips 17-18
Dry storage
Number of boats 17-18
Boat ramp(s)
X Other (describe) Wet slips to be covered
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
X Other (describe) Existing basin
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). Mixed type motor yachts, 45'- 80'in
length
2. MARINA OPERATIONS
NOT APPLICABLE - WILL USE EXISTING
a. Check each of the following sanitary facilities that
will be included in the proposed project.
Office toilets
Toilets for patrons
Number
Location
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for all -
sanitary wastewater
c. Describe the disposal of solid waste, fish offal and
trash disposal.
d. How will overboard discharge of sewage from boats
be controlled?
e. Give the location and number of "No Sewage
Discharge" signs proposed.
Revised 03/95
Form DCM-MP-6 Revised 03/95 DD E CE ZVE
A JUN ? g 1998
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint, o. Is the marina ro M SMY4i)l C)EF primary or
sandblasting waste and petroleum products. secondary nu . L MAMAGEAQ p
p. Is the marina proposed within an area open to
shellfish harvesting? Yes No
g. Where will residue from vessel maintenance be
disposed of?
q. Give the location and number of ' Pumpout
Available" signs proposed.
h. Give the number of channel markers and "No
Wake" signs proposed.
i. Give the location of fuel-handling facilities,
describe the safety measures planned to protect
water quality.
Applicant or Project
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts.
k. What will be the marina policy on overnight and
live-board dockage?
1. Is the proposed marina located near any shellfish
leases? Yes No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
3 June 1998
Date
n. How many slips are now available?
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PURPOSE MODIFICATION OF A PROPOSED: REBUILD COVERED
MAJOR PERMIT SLIP BERTHING FACILITY FOR
QUAD SHEET RECREATIONAL WATERCRAFT,
WILMINGTON QUAD HARBOR DREDGING
ADJACENT PROPERTY IN: WILIMINGTON MARINE CENTER
NATIONAL GYPSUM CO. WILIMINGTON MARINE CENTER 0" CAPE FEAR RIVER
MARINA COUNTY OF: NEW HANOVER
02 FEAR ASSOC. STATE OF. NC
03 POWER SE32VICES C/O 5KIP FRY
3410 RIVER ROAD DATE: 5120/98
WILIMINGTON NG 28401
SHEET= I OF6
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PURPOSE MODIFICATION OF A PROPOSED: REBUILD COVERED
MAJOR PERMIT SLIP BERTHING FACILITY FOR
VICINITY MAP RECREATIONAL WATERCRAFT,
HARBOR DREDGING
ADJACENT PROPERTY IN: WILIMINGTON MARINE CENTER
Q NATIONAL GYPSUM CO. WILIMINGTON MARINE CENTER ON: CAPE FEAR RIVER
© FEAR ASSOC. MARINA COUNTY OF= NEW HANOVER
STATE OFF NC
03 POWER SERVICES C/O SKIP FRY
3410 RIVER ROAD DATE 5/20/98
WILIMINGTON NG 25401
SWEET, 2 OF b
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BANK LINE
DIVISION OF ?I
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EXISTING SPOIL BASIN
WITH EFFLUENT PIPE
TO BE USED FOR
DREDGE DISPOSAL
EXISTING
SPOIL BA

.EXISTING BASIN
ING BULKHEAD
FUTURE DEVELOPMENT
rBASIN SLOPE
EXISTING WLIW1Iu
COVERED SLIPS
TO BE REMOVED
EXISTING
DOCKS
DMIN. AND
ERVICE
BUILDING
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PURPOSE: MODIFICATION OF A PROPOSED: REBUILD COVERED
MAJOR PERMIT SLIP BERTHING FACILITY FOR
EXISTING SITE CONDITIONS RECREATIONAL WATERCRAFT.
HARBOR DREDGING
ADJACENT PROPERTY : IN: WILIMINGTON MARINE CENTER
Q NATIONAL GYPSUM CO. WILIMINGTON MARINE CENTER ON., CAPE FEAR RIVER
O FEAR ASSOC. MARINA COUNTY OF- NEW HANOVER
STATE OF- NO
O POWER SERVICES C/O SKIP FRY
3410 RIVER ROAD DATE. 5/20/98
WILIMINGTON NC 28401
SHEET, 3 OF 6
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DIVISION OF
COASTAL MANAGEMENT
MI--W - 278 MSL
ML - I. 4 M
EXISTING Y J NNIPI
500 ' FROM END OF MAINTAINED
CHANNEL TO
UPPER BRUNSWICK RANGE /
BOTTOM -6.0 MSL-? DREDGE AREA
PROPOSED CHANNEL
BOTTOM -8.0 MSL
CHANNEL AND BASIN
DREDGING PLAN
A'
A -A' TYPICAL CHANNEL SECTION
EXISING CHANNEL
4.0 _,?o / 250 TX 2,2 OTRA6.0 M.S.L.
PROPOSED DREDGE DEPTH
_ _ • - 8.0 ' M.S.L.
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EXISTING
EXISTING BASIN DOCKS
FUTURE DEVELOPMENT ?O . ' ; • i I] I ?o
PURPOSE: MODIFICATION OF A
MAJOR PERMIT
ADJACENT PROPERTY=
(D NATIONAL GYPSUM CO.
© FEAR ASSOC.
POWER SERVICES
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COVERED BOAT SLIPS
TO BE REMOVED
PROPOSED BASIN DREDGE
DEPTH - 8.0 MSL
NORTH
SCALE I"- 3Ca
PROPOSED: REBUILD COVERED
SLIP BERTHING FACILITY FOR
RECREATIONAL WATERCRAFT,
HARBOR DREDGING
IN: WILIMINGTON MARINE CENTER
ON: CAPE FEAR RIVER
COUNTY OF= NEW HANOVER
STATE OF, NC
WILIMINGTON MARINE CENTER
MARINA
C/O SKIP FRY
3410 RIVER ROAD
WILIMINGTON NC 28401
DATE= 5/20/98
SHEET: 5 OF 6
N M O C
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- EXISTING BASIN BANK
- TIE IN NEW RIP RAP
TO EXISTING BANK
PROPOSED RIP RAP
SHORE STABILIZATION
GUT AREA
LAMA. 1GO-88
FILL AREA -7
ECENE
MAY Z 6 1998
DIVISION OF
COASTAL MANAGEMENT
G' MAIN FLOATING DOCK
4' FINGER DOCK
CUT AREA -, B
G 1G'x45' SLIPS
G 20"x7
2" SLIPS 5 20'PS A
Fa
EXISTING COVERED SLIPS
TO BE REMOVED
EXISTING
DOCKS `
TO REMAIN
EXISTING
BANK SLOPE
EXISTING BULKHEAD
JJ.
PURPOSE: MODIFICATION OF A
MAJOR PERMIT
ADJACENT PROPERTY
IQ. NATIONAL GYPSUM CO.
Q FEAR ASSOC.
Q3 POWER SERVICES
PROPOSED COVERED SLIPS
PLAN
WILIMINGTON MARINE CENTER
MA12INA
C/O SKIP FRY
3410 RIVER ROAD
WILIMINGTON NG 28401
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RIP RAP SHORE
STABILIZATION
1
TIE IN NEW
RIP RAP TO
EXISTING BANK _
NORTH
5GALE 1' = 80
PROPOSED- REBUILD COVERED
SLIP BERTHING FACILITY FOR
RECREATIONAL WATERCRAFT,
HARBOR DREDGING
IN: WILIMINGTON MARINE CENTER
ON: CAPE FEAR RIVER
COUNTY OF= NEW HANOVER
STATE OF NC
DATE: 5/20/98
SHEET= 5 OF 6
JON GUEMY TAYLOR PE
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DIVISION OF
ASTAL MANAGEM
STOR
VV 1 h1' L
A-A COVERED SHED ELEVATION
1'=GO'
MSL CNGVD)
MLW -1.34' MLW
MHW +2.7B MLW
TOP BANK
+8.0 MSL
STORM TIDE +10.9' MSL
MHW +2.78 MSL
EXISTING BANK
MAN SIZED RIP RAP
ON FILTER FABRIC
MSL CNGVD)
MLW -1.34 MSL
ell NEW GRADE
2 1 SLOP
FILTER FABRIC
PROPOSED DREDGE DEPTH -8' MLW
B-B BANK GROSS SECTION
SHOWN
SCALE AS 1'=10'
PURPOSE: MODIFICATION OF A PROPOSED, REBUILD COVERED
MAJOR PERMIT SLIP BERTHING FACILITY FOR
COVERED SLIP RECREATIONAL WATERCRAFT,
ELEVATION AND SECTION HARBOR DREDGING
ADJACENT PROPERTY: IN: WILIMINGTON MARINE CENTER
NATIONAL GYPSUM CO. WILIMINGTON MARINE CENTER ON: CAPE FEAR RIVER
O FEAR ASSOC. MARINA STATE OF NC
POWER SERVICES C/O SKIP FRY
3410 RIVER ROAD DATE, 5/20/98
WIUMINGTON NG 28401
SI-SET- 6 OF-6
JON GLERRY TAYLOR P.E
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TOP OF BANK 8.0' MSL
- PILE SUPPORT FOR SHED
PROPOSED DREDGE DEPTH
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IN REPLY HE{-EH I U
Regulatory Division
Action ID No. 199801494
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687.
Dear Mr. Dorney:
July 15, 1998
9 616"
Ivy
Ha'Ifo'y
F,ill
Reference the application of Port Cape Fear Association, DBA for
Department of the Army authorization and a State Water Quality Certification
to dredge an access channel and boat basin, riprap, and construct a pier and
boathouse on the Cape Fear River, Wilmington, New Hanover County, North
Carolina. Your receipt of this letter verifies your acceptance of a valid
request for certification -in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by October 2, 1998, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned at telephone
[phone].
Sincerely,
J rey H. Richter
Project Manager
Wilmington Field Office
Copy Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890