20021590 Ver 1_Complete File_20020101

MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Edward Beck
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Oyster Harbour Waterway Park County Brunswick
Project Number 02 1590 County2
Recvd From DCM Region Wilmington
Received Date 10/1/02 Recvd By Region
Project Type water based amenity park
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA Waters F-177@_
Y OO N F- 15-25 SA F- 30,624. 0.60 F 7-7-7177- N- I ?F
r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? OQ Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
On Hold 10/31/02
This office has no objection to the revised project provided that all of the conditions of General Water
Quality Certification #3351 and the aciciitional conditions listed in the written 401 water quality
certification are met
Ti's t l t fits 1<`.Arti#1ca#1en:was W t,,,_ten_an QUO/03-
1 cc: Regional Office
Central Office Page Number 1
Facility Name Oyster Harbour Waterway Park County 4runswick
Project Number 02 1590 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
r Sent` By: LAND MANAGEMENT;
910 452 0060 ; Nov-13-02 11:25AM; Page 1/2
LAND MANAGEMENT GROUP, INC.
.Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 28402
PHONE No: 910-452-0001
FAX No: 910-452-0060
Robert L. Moul Suite 14
Larry F. Baldwin Downey Branch Office Park
W. Stephen Morrison 3805 Wrightsville Avenue
G. Craig Turner Wilmington, NO 28403
: C 1
PLEASE DELIVER THE FOLLOWING DOCUMENT(S) TO
r
.110
THIS TRANSMITTAL IS FROM: LAWA- '&W&4-t1Cot
NUMBER OF PAGES Z (INCLUDING THIS COVER)
DATE: ICJ v'? TIME OF TRANSMISSION:
TIME RECEIVED:

Sent By: LAND MANAGEMENT;
910 452 0060 ; Nov-13-02 11:25AM; Page 2/2
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8fioAftr 2 „and
Noel Lutheran
NC Division of Water Quality
Wetlands Unit
127 North Cardinal Drive
Wilmington NC 28405
13 November 2002
RE: Oyster Harbour Waterway Park
CAMA Major permit application
DQW Project # 021590
Dear Noel:
Ana R
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This letter is a response to your 10/31/2002 letter which requested additional information
on the above referenced permit application. Specifically, your letter requested further
effort towards minimization of submerged bottom and wetland impacts. The applicant is
currently investigating possible design changes which may satisfy that request. The
applicant would like the project remain on hold, but not withdrawn from review, and the
information will be provided shortly.
S' cerely,
Laura Stasavieb
Environmental Scientist
cc: Cyndi Karoly, NC DWQ, Raleigh
Jeff Schaffer, NC DCM
Clary Allen, Oyster Harbour LLC
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Oyster Harbour Waterway Park
Project Number 02 1590
Recvd From DCM
Received Date 10/1/02 Recvd By Region
Project Type water based amenity park
County Brunswick
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
LAMA Waters O Y O N F_- 15-25 SA F- 30,624. 0.60F- F_ F-
I-- P7 _0N F_F-F_-f -I--F_F_ f? F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
On Hold 10/31/02
cc: Regional Office
Central Office Page Number 1
o?OF W ATF9PG Michael F. Easley, Governor
William G. Ross Jr., Secretary
> C North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2002
CERTIFIED MAIL: 7002 0860 0003 9550 8779
RETURN RECEIPT REQUESTED
Oyster Harbour, LLC
c/o Mr. Gary Allen
10800 Sikes Place, Suite 200
Charlotte, NC 28277
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION ON
Oyster Harbour Waterway Park
DWQ PROJECT # 021590
Brunswick County
Dear Mr. Allen:
This Office has reviewed your CAMA Major application and is placing your project on
hold until we receive the following additional information:
1). The proposed boat ramp is excessive in length and width resulting in the fill of a
large area of coastal marsh and shallow bottom that is open to shellfishing.
Please reduce the length and width of the ramp to minimize the impacts or
remove the ramp from the project.
Please respond within three weeks of the date of this letter by sending a copy of the
information to Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-226, her phone number is [phone]. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn. If you have any questions, please feel free to call me at (910) 395-
3900.
Sincerely,
Noel le Lutheran
Environmental Tech V
cc: Cyndi Karoly -Wetlands Group
Henry Wicker - Corps of Engineers Wilmington
Doug Huggett - DCM
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service NOW
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCUENR
A? A
NCDENR
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
September 30, 2002
;021,901
MEMORANDUM
TO: Mr. John R. Dorney
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Oyster Harbour
PROJECT NAME: OYSTER HARBOUR WATERWAY PARK
Project Location: Boones Neck Road @ Windy Point Road, Supply, Brunswick County
Proposed Project: Construction of a water-based amenity park to serve Oyster Harbour Subdivision. This
proposed waterway park is on the Atlantic Intracoastal Waterway and has several proposed
structures as well as 9 boat slips associated with it.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 24, 2002. If you have any questions regarding the proposed project, please contact Janet Russell 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
1. APPLICANT'S NAME: Oyster Harbour, LLC
PROJECT NAME: OYSTER HARBOUR WATERWAY PARK
2. LOCATION OF PROJECT SITE: Boones Neck Road a Windy Point Road, Supply,
Brunswick County
Photo Index - 2000: 4-36 Grid M,N-15 1995: 4-35 Grid L,M-20
State Plane Coordinates - X: 2 197 600 Y: 60 000
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - June 27, 2002
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - cc: September 27, 2002
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transition & Conservation
(B) AEC(s) Involved: CW, PT, EW, ES
© Water Dependent: Yes
(D) Intended Use: Water Access & Boat Mooring
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - None
Planned - Parking Lot, Playground, Deck, Gazebo,
Bulkhead, Boatramp, Pier, Dock, 9 Boat Slips
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DRRT)CTED FTT .T .F.D ()TUF_R
(A) Vegetated Wetlands Approx.
1740 sf Shaded
360 sf a rox
(B) Non-Vegetated Wetlands Approx. Approx.
Shallow Bottom 912 sf 5000 sf Shaded
Open Water 2600 sf a rox
(C) Other Disturbed
High Ground 15,000 sf +-
(D) Total Area Disturbed: 25,600 sf +- or .6 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to construct a water-based amenity park to serve
Oyster Harbour Subdivision. This proposed waterway park is on the Atlantic Intracoastal Waterway
and has several proposed structures as well as 9 boat slips associated with it.
Oyster Harbour Waterway Park
Page #2
9. NARRATIVE DESCRIPTION:
Oyster Harbour Subdivision is a project that is currently being developed at the end of Boones Neck Road in
Brunswick County. The subdivision is located on the mainland side of the Intracoastal Waterway from Holden
Beach. Oyster Harbour borders the Shallotte River to the west, Windy Point Road to the south, Boones Neck
Road to the east and private property to the north.
A parcel or tract on the other side of Windy Point Road borders the Atlantic Intracoastal Waterway. This parcel
is slated to be the Waterway Park for Oyster Harbour Subdivision and is the subject of this application. This
parcel is approximately .9 acres in size. The property is located at the intersection of Boone's Neck Road (SR
1137) and Windy Point Road (SR 1138). The property has approximately 140' of road frontage on Windy Point
Road, a state maintained road. The property has approximately 99' of natural shoreline along the Atlantic
Intracoastal Waterway. The shoreline is comprised of federal wetlands and coastal marsh. The coastal marsh
along the shoreline is 50' to 60' wide +-. Species present are 7uncus roemedanu and Spartina alterni ora.
The property slopes from the road towards the Waterway. Vegetation on the tract consists of weeds, grasses,
and live oak trees. There are no man-made features on the site at this time, although it was the location of an
old store building that has been demolished. The Oyster Harbour project is very near to an identified
archaeological site as denoted on the Archives and History Quad Maps.
The project borders the waters of the AIWW which have been classified as SA by the Division of Water
Quality. The Division of Marine Fisheries has not designated this area as Primary Nursery Area (PNA). The
nearest PNA is located 1/2-1 mile to the west nearer to the mouth of the Shallotte River. The project area is
open to the harvesting of shellfish. Existing water depths along the shoreline range from 0' nearer to the shore
to -2.5' mean low tide at the 80' setback from the AIWW channel.
The applicant for this project proposes to develop the high ground portion of this tract into an amenity area for
the Oyster Harbour Subdivision across the road. Proposed features include an open deck, gazebo, parking lot,
mulch playground and covered pavilion. The structures, as laid out, are landward of the 30' estuarine shoreline
buffer from mean high water, except for a 25' by 5' open deck attached to the gazebo and the proposed boat
ramp which extends through the buffer and connects to a parking lot. The stormwater section, Division of Water
Quality, has approved this project based upon the installation of a retention basin, grassed swales and subsurface
infiltration trenches as a requirement of Stormwater Permit #SW8 020411, issued on August 1, 2002. The
layout of the land-based amenities can best be seen on sheet 10 of 11 of the plans.
A 65' long bulkhead wall that would be landward of wetlands and landward of the 30' shoreline buffer is
proposed along the shoreline. The wall would extend underneath the gazebo terminating at the proposed boat
ramp. See sheet 9 of 11 of the plans for the bulkhead cross-section.
The applicant is also requesting authorization to construct water amenities for Oyster Harbour. An elevated,
wood fixed pier, 6' wide by 165' long is proposed to access the waters of the AIWW (195' from float to gazebo
deck). The pier would provide access across the marsh and across the water to a floating dock platform (6' by
52') with 9 boat slips. See the site plan for the layout of the proposed boat slips. The existing low tide water
depth in the vicinity of the proposed slips ranges from -1.5' to -2.5'. The applicant has also requested a 3' by
20' finger pier extending waterward from the floating dock. All of the proposed structures would terminate at
the 80' setback line from the AIWW channel. The finger pier, mooring pilings, and boat ramp, as proposed,
exceed the 1/4 width of the open water body limitation by eight feet, (15 NCAC 07H.0208 (b) (6)). However,
the proposed structures do comply with the 15' setback off of the riparian corridor lines and the 80' setback off
of the AIWW channel.
Oyster Harbour Waterway Park
Page #3
The applicant proposes a 12' wide by 215' long boat ramp for the residents of the Oyster Harbour Subdivision.
To install the boat ramp the consultant estimates that about 1740 square feet of coastal marsh would be filled.
The fill includes a rock base for a 12' wide concrete travel area and a 6' to 10' wide rip-rap rock side slope on
each side of the 12' wide ramp to provide stability. Pre-cast concrete slabs would be used for the ramp. The
proposed fill area in the marsh is 65' long by 24' to 32' wide. The proposed shallow bottom to be filled,
outside of the marsh is 150' long by 20' to 40' wide. As the boat ramp extends waterward, past the marsh into
open water towards the Waterway channel, approximately 5,000 square feet of shallow bottom would be filled
to construct the open water section of the ramp (12' wide by 150' long ramp plus rip-rap side slopes from 4' to
14' wide on each side). See sheet 8 of 11 of the plans for the boat ramp details.
Once the proposed concrete ramp reaches the 80' setback from the AIWW channel, the applicant proposes to
stop construction and dredge an area approximately 24' by 40' down to an existing mean low water depth of -5'
The dredge spoil would be dug with a barge-mounted excavator, dewatered on the barge and off-loaded onto the
Oyster Harbour site. The proposed dredging would result in 912 square feet of shallow bottom disturbance.
10. ANTICIPATED IMPACTS-
The proposed shallow bottom dredging would result in the excavation of 55 cubic yards of bottom sediments
over an area 960 square feet in size. Temporary turbidity in the surrounding area will result from the digging
and the dewatering from the barge. Impacts to living organisms can be minimized by timing the work to be
done in the winter, use of a closed bucket backhoe, and equipping the barge with side slats and filter fabric to
provide some filtration of the water before it re-enters the AIWW.
Construction of the boat ramp, as designed, would result in the filling of approximately 5000 square feet of
submerged shallow bottom. Also, approximately 1740 square feet of coastal marsh would be filled and
permanently lost as result of the ramp and side slopes. Impacts could be minimized by use of vertical retaining
wall along the ramp rather than side slope rock fill. By using the pre-cast concrete slabs, no live concrete would
come into contact with the water. This structure could be a navigation hazard when submerged at high tide due
to the proposed length.
The pier, floating dock, finger pier, and boat slips will result in the shading of 360 square feet of vegetated
wetlands and 2600 square feet of open water. ,
Approximately 15,000 square feet of high ground would be disturbed to construct and install the land-based
amenities. Stormwater control devices are being required to control runoff.
The Division of Marine Fisheries may provide an assessment of the shellfish resource in this area and how
shellfish harvest might be impacted by the proposed dredging, fill, new boat slips and overall development.
Archives and History may wish to follow-up on the exact location and specifics with regard to any
archaeological resources in the vicinity.
Janet M. Russell / Wilmington / 9-30-02
CAMA Major Application
Oyster Harbour Waterway Park
Narrative
Oyster Harbour LLC, proposes to develop a waterfront park to serve as an amenity for
the existing Oyster Harbour subdivision. The Waterfront Park would be located on a 0.9-
acre parcel with approximately ninety-six linear feet of waterfront shoreline along the
Atlantic Intracoastal Waterway (AIWW) in southern Brunswick County. The parcel is
bounded to the north by Windy Point Road, to the east by Boone's Neck Road, and to the
south by the AIWW. The Oyster Harbour subdivision these amenities would be serving
is a four hundred ninety lot subdivision located at the intersection of Windy Point and
Boone's Neck Roads (on the northern side of Windy Point and the western side of
Boone's Neck Road). All lots within the subdivision are platted and recorded.
Construction of phases I - III are complete, and construction of phase IV is currently
underway.
Upland development of the Waterway Park will include a parking area, a mulch
playground with a roofed pavilion, and a gazebo with surrounding open deck. State
approval of a sedimentation and erosion control and a stormwater management plan has
been obtained for all upland development (copies of approval letters enclosed with
application materials).
Proposed water dependent development includes a community boat ramp and dock. The
community dock would provide mooring structures for up to nine boats. The boat slips
will be available as temporary tie-up for Oyster Harbour residents and their invited
guests. Subdivision policy will establish the length of time a boat may remain docked in
a slip (it is expected to be no more than 24 hours). Slips will be available on a "first
come first serve" basis.
Installation of the proposed ramp would require excavation of approximately 55 cy of
material at the end of the ramp. Excavation would be performed with a clam-digger or
similar bucket mounted on a barge. The exact method for de-watering the material may
vary among potential contractors, but material will likely be contained within walls or
boards with drainage pipes. De-watered material would be moved from the barge to the
land via tract hoe and/or small back hoe and movement would be contained within in the
corridor of the requested ramp. Material would then be "wasted" on the Oyster Harbour
subdivision, most likely for the creation of earthen landscaping berms.
?7C7HvR S
EP 2 7 2002
DIVISION OF
COASTAL MANAGEMENT
l ' ik I F i
y,
J -?
I IU APR ' 2002 LL))
Form DCM-MP-1
DIVISION OF
COASTA1 MANAGEMENT
APPLICATION
(To be completed by all applicants)
1. APPLICANT c. Street address or secondary road number.
Windy Point Road (SR 1138)
a. Landowner: Oyster Harbour, LLC
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Name c/o Mr. Garv Allen
Address 10800 Sikes Place, Suite 200
City Charlotte State NC
Zip 28277 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Management Group, Inc.
Address P. O. Box 2522
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Oyster Harbour Waterway Park
NCYI'E Permit wi be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
b. City, town, community or landmark
Windy Point area
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Atlantic Intracoastal Waterway
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)
Applicant proposes to construct (1)
community dock system with 5 boat slips and 5
jet ski slips (2) community boat ramp (3) upland
development including deck and gazebo, mulch
playground, pavilion, and parking.
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use? Commercial, S/D amenity
d. Give a brief description of purpose, use,
methods of construction and daily operations of
proposed project. If more space is needed, please
attach additional pages. Purpose is to construct
a small park as an amenitv for the Ovster Harbour
subdivision. Park would include water-dependent
amenities and minimal upland development. The
park will be a gated, private park and will be used
by Oyster Harbour residents and their invited
Revised 03/95
Form DCM-MP-1
guests. Standard daily activities and good marine
construction techniques will be used.
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 0.9-acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MH W
or NWL avg. +23' MSL (or +20' MHW)
d. Soil type(s) and texture(s) of tract
Wando fine sand on majority of tract,
Carteret sands within marsh along A1WW
e. Vegetation on tract The understory and
herbaceous vegetation have been mowed and
Quercus viminiana dominates upland.
f. Man-made features now on tract Dirt road
along southern property edge.
g. What is the CAMA Land Use Plan land
classification of the site? (ConsuU the tomcat Land use plan.)
(Area of Town A Village Clusters)
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R7500
1. Is the proposed project consistent with the
applicable zoning? _X_ Yes Ne
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes _X-No
if yes, by whom9
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes No
1\"7T Z
D
Revised 03/95 APR t G 2092
1. Are there wetlands on the site? _X_ Yes No
Coastal (marsh) X Other _X
If yes, has a delineation been conducted?_yes_
(Attach documentation, if available)
m. Describe existing wastewater treatment
facilities.
None needed for proposed development.
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
No direct discharges. Surface run-off from
the proposed rooftops and parking will be handled
through a state-approved stormwater plan.
o. Describe existing drinking water supply source.
None needed for proposed development.
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 '/2" by l 1 " 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
D plat requirements and it must be sufficiently
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-1
detailed to guide agency personnel unfamiliar with
the area to the site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
* A Stormwater Certification, if one is necessary
The proiect's engineer has submitted a Stormwater
Plan to the NC Division of Water Quality, for
review concurrent with review of this application.
* 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 William & Elizabeth Smith (to the west)
Address P. O. Box 749
Supply, NC 28642
Name NC Department of Transportation (to the
east) Attn: Ms. Iris McCombs
Address P. O. Box 1500
Shallotte, NC 28459
* A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers, permittee, and issuing dates.
A permit from NC DOT to allow for drivewav
construction has been construction has been requested.
* A check for $400 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
1 understand that any permit issued in response
this application will allow only the developmf
described in the application. The project will
subject to conditions and restrictions contained
the permit.
I certify that to the best of my knowledge, t
proposed activity complies with the State of Noi
Carolina's approved Coastal Management Progr?
and will be conducted in a manner consistent w
such program.
I certify that I am authorized to grant, and do
fact, grant permission to representatives of sty
and federal review agencies to enter on t
aforementioned lands in connection with evaluati
information related to this permit application a
follow-up monitoring of the project.
I further certify that the information provided
this application is truthful to the best of r
knowledge.
This is the day of ,
PrintName IC64
Signature
6,k6ndowner Authorized Age?
Please indicate attachments pertaining to yo
proposed project.
DCM MP-2 Excavation and Fill Informati
_X_ 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
the space provided at the bottom of ea,
form.
Revised 03/'95 H V
r ? i.;'R 19 2002
I VISION OF
nn A n- I KA A AI Af'__CKACnIT
''wek7J
1'er P/-Op
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 ofthe Joint Application
that relate to this proposed project.
Describe below the purpose ofproposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Leneth Width Denth Tenth
Access
channel
(MI W) or N/A
(NWL)
N/A
Canal
Boat N/A
Basin
195' IT avg Range from
Boat from driving -2' MLW +4' MLW
MEW surface to
Ramp -5'MLW
N/A +
Rock
?.
Groin
;f

N/A
Rock
?t
Breakwat '"? ro z

Other 40' 24' -3' MLW -5' MLW
(Excluding
shoreline
stabiliz-
Revised 03/95
Ii
L. V i ; .
COASTAL IVIANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards_ +/- 55 cy
b. Type of material to be excavated submerged
sandy bottom of AIWW
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? - Yes X No
d. Highground excavation in cubic yards None
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area To be wasted on
associated Oyster Harbour subdivision site.
b. Dimensions of disposal area N/A
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? _ Yes X No
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No (Material will be
placed in ACOE-approved upland areas.)
41 Form DCM-MP-2

f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 951ft.
c. Average distance waterward of MHW or NWL
0'
d. Maximum distance waterward of MHW or
NWL
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material
Wooden
g. Amount of fill in cubic yards to be placed
below water level
(l) Riprap N/A
(2) Bulkhead backfill None
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water +/- 205 cy
(2) Dimensions of fill area 195' long ramp,
with 12' wide driving surface and averaee
9' wide side slopes (see Sheet 8).
(3) Purpose of fill To create proper grade for
Revised 03/95
ramp.
b. Will fill material be placed in coastal wetlani
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area 1,740 sq.ft.
coastal marsh
(2) Purpose of fill To install boat ramp.
portion of the shoreline was without a
wetland fringe.
5. GENERAL
a. How will excavated or fill material be kept c
site and erosion controlled? A state-approve
Sedimentation and Erosion Control Plan will I
followed for all work performed on the site.
b. What type of construction equipment will 1
used (for example, dragline, backhoe, or hydraul
dredge)?
Pile driver, dozer, dumptrucks, and othi
standard commercial and marine constructic
uipment.
c. Will wetlands be crossed in transportir
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to lesse
environmental impacts.
0V6-1w r? GUMLV-LA'" PA
A plica r Project Name
xl_ 4 4 k"V/.m
Signature
Date
(711 ?-' 777 ,
7pn
E '?J .LJ IL
SEP 2 r 2002
DIVISION OF
COASTAL MANAGEMI
Form DCM-MP-3
UPLAND
DEVELOPMENT
.1 I r/4 t 'I
APR 19 2002 'U
DIVISION OF
COASTAL MANAGEMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
a. Type and number of buildings, facilities, units
or structures proposed 1 deck and gazebo
structure, 1 wooden pavilion with mulch
playground, asphalt parking and drive
b. Number of lots or parcels N/A
approximately 1,105 sq.ft. of impervious cover
within the Coastal Shoreline AEC. This is roughly
14 % of the total AEC area.
h. Projects that require a CAMA Major
Development Permit may also require a
Stormwater Certification. Has a site development
plan been submitted to the Division of
Environmental Management for review?
X Yes _ No
(to be submitted by project's engineer)
c. Density (give the number of residential units
and the units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. approximately
0.57-acre
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? X Yes No
If yes, date submitted To be submitted to
Division of Land Quality by project's engineer.
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved surface.
Concrete for boat ramp, asphalt for
parking area.
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the case of
an Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
A 25' x 25' roofed gazebo and boat ramp total
i. Describe proposed method of sewage disposal.
N/A- no sources of wastewater proposed
j. Have the facilities described in Item I. above
received state or local approval? N/A
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
No direct discharges proposed. All stormwater
runoff will be managed per a state-approved
stormwater plan (which has been prepared and
submitted by the proiect's engineer).
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
m. Will water be impounded? _Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Revised 03/95
Form DCM-MP-3

or
??-
ature
Date
APR 19 2002
L D
J
DIVISION OF
COASTAL MANAGEMENT
Revised 03/95
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) _Commercial X Community Private
(2) Number 1 fixed access pier, 1 ramp, 1 floatin
dock, 1 floating finger pier
(3) Length fixed p ier 97', floating dock 52', ramp 20',
finger pier 24'
(4) Width fixed p ier 6', ramp 4', floating dock 6',
finger pier 3'
(5) Finger Piers X Yes No
(i) Number 1 (platform for end of ramp)
(ii) Length 20'
(iii) Width 3'
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 4'
(iii) Width 6'
(7) Number of slips proposed 9 transient boat slips
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL,
or wetlands
e. Mooring buoys N/A
(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 X Community _ Private
(2) Number 8 mooring pilings, 8 mooring
hooks
(3) Length per contractor installation, N/A
(8) Proximity of structure to adjacent riparian (4) Width 6", N/A
property lines- 16' to the west, 30' to the east
(9) Width of water body waterbody roughly 570' wide, g. Other (Give complete description)
structures placed at 80' setback from AI W W 12'-wide concrete boat ramp with rip rap base
(10) Water depth at waterward end of pier at and 2:1 side slopes. Side slope width will vary
MLW or NWL ranges btw. -2' and -3' MLW across length of ramp, but will average 9' in width
on each side. Ramp to extend 195' from MHW to
b. Boathouse (including covered lifts) N/A AI W W's 80' setback. Rip rap base to be installed
(1) Commercial Private first, then pre-cast concrete slabs placed on top.
(2) Length No live concrete will come in contact with the
(3) Width water. Estimated coastal marsh fill for ramp and
base is 1,740 sq.ft. Estimated un-vegetated
c. Groin (e.g. wood, sheetpile, etc.) N/A submerged sandy bottom for rip rap base of ramp
(1) Number is 5,000 sq. ft.
(2) Length(s)
Revised 03/95
L P 2 ' 2002
-?lUN OF
COASTAL MANAGEMENT
Form DCM-MP4
0'y s7w- fi, A-f- ?6 f JA2 U?, ?u ( ?'
Applicant or Project Name
eT

Date
n
Revi ed03/95 A'; ?`P 2 2002
DWISION. OF
COASTAL MANAGEMENT
CM41e, A/c

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17

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Imo) 1 JS
2002 ALE 1- = 2.4 miles
c..v DIVISION Or
COASTAL VANAGENicNT
Land Management Group, Inc. CAMA Major Permit Application,
Environmental Consultants Oyster Harbour Waterway Park
P.O. Box 2522 VICINITY MAP
Wilmington, NC 28402 Applicant: Oyster Harbour, LLC
910-452-0001
Location: AIWW, Brunswick Co.
LMG # 03-99-010
C:Iproject filesbysterharbourlwaterwayparklfigures7.2002.1.cdr Date: 3/25/2002 Sheet 1 of 11

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LMG # 03-99-010
C:Iproject tilesloysterharbourlwaterwayparklfigures7.2002.2.cdr DIVISION OF SCALE 1 ?? - 2000'
U IV' 7?H
CAMA Major Permit Application,
Land Management Group' Inc. USGS TOPOGRAPHIC Oyster Harbour Waterway Park
Environmental Consultants
P.O. Box 2522 MAP Applicant: Oyster Harbour, LLC
Wilmington, NC 28402 Holden Beach 6.5" Quad
910-452-0001 Location: AIVWV, Brunswick Co.
Date: 3/25/2002 Sheet 2 of 11

LMG # 03-99-010
C:Iproject Nesbysterharbourlwaterwayparktfigures7.2002.3.cdr
Land Management Group, Inc.
2 F 202 11 N
DIVISION Or SCALE 1" = 1000'
CQASTAL NiANAGENiENT
Environmental Consultants NRCS SOIL SURVEY
P.O. Box 2522 Brunswick Co. pg. 16
Wilmington, NC 28402
910-452-0001
CAMA Major Permit Application,
Oyster Harbour Waterway Park
Applicant: Oyster Harbour, LLC
Location: AIVWV, Brunswick Co.
Date: 3/25/2002 Sheet 3 of 11
II I iI i iii!
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Oyster Harbour-, LLC
10800 Sikes Place. Suite 250
Charlotte. NC 28277
DWQ# 03-0145 - Brunswick County
? Agent
X
? Addresser
B./ Rrved? (Pri ed N Date of Deliver
/ art
-t ott
D. Is delivery add e Yes
if YES, enter d addr No
IOW:
T
r

3. Se ice Type
Certified Mail ? Express Mail
? Registered ?Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
!. Article Number 7002 2410 0003 0275 0829
(Transfer from service 1,
IS Form 3811, August 2001 Domestic Return Receipt 2ACPRI-O -Z-09
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
uSPS
Permit No. G-10
• Sender. Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
1
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100 year Flood Boundary
awrl/ orauL Now Llr Per NMI Map, 0PN 570195
0590 M Rev I ead pr i 1 1, 1991
MLINwamUM Boca Flood Elevation of 14.04
1
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PLAN SUMIARY
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11111IIQJLIA USE N!h- .27 K. (12.010.07 L P.1
TWOL SITE SUIUNNa LP.- aa0 LP.
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AUG 2 0 2002 I?
DIVISION OF
COASTAL MANAGEMENT
NF?K Rotp?
NOTE:
1. DOCK AND BOAT RAMP DESIGN BY OTHERS.
2. ALL PROPOSED BUILDINGS FOR THE WATERFRONT
PARK WI.L BE PRIVATE.
3. SECURE BOAT STORAGE PARKING PROVIDED AT THE
APPROVED OYSTER HARBOUR RECREATION SITE.
4. LIGHT AND POWER PROVIDED BY BRUNSWICK
ELECTRIC. LIGHT WILL BE INTERNALLY ORIENTED.
5. ACCORDING TO THE BRUNSWICK COUNTY TAX
MAP # 330 d BRUNSWICK COUNTY TAX MAP # 245
N.C.S.R.1137 RIGHT-OF-WAY RUNS ALL THE WAY TO
THE INTRACOASTAL WATERWAY.
HLAM, TODD, d'AMBROSI
IIYMnAlalallMOCM/A87YR7W lja I ?l ''
tAaswAYl 11UT[8703
teAaa.alA Z7513 LIlA
CAar.. NORTH c INTENDED FOR OVERVIEW. GREATER RESOLUTION ON SHEETS 5 & 10.
(FAX)9119A7&190 I` LUO2 I
r r' Lll
(PA%j919b1111 t J
ONrIZIDIM.l..-dp- ` V SCALE 1" = 40'
(EW a) ad®bdbou*-
I o t-
PRELI W NARY FOR REVIEW ONLY
COAS ML IViA;?AGcr?IENT
Dock & Ramp design by
Rowboat Dock and Dredge, Inc.
LMT # 03.99-010
C:Iproject filesbvsterharbourlwaterwavoarklfiaures72002 4 rrir
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l Per FIRM Moo, CPA 5702415
11 2.
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Ease Flood Elevation of 14.00
/ l f 1'
It
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6. BOATn RAI.ER PARKING WILL BE PROVIDED AT
THE OYSTER HARBOUR RECREATIONAL CENTER
7. WATERFRONT PARK DRIVE AND PARKING TO
BE PAVED WrM CURB STOPS.
C A M A Major Permit application,
Oyster Harbour Waterway Park
SITE PLAN A IPp icant' oyster Harbour, LLC
c/o Mr. Gary Allen
Location: AIWW, Brunswick Co.
lima- atlica,4 71gnn,3 Qkoe+ A r,f 4,1
'I , , -q'-+asnvY/ 100 year Flood Boundary
1 -t'?sraW/ Per FIRM Map, GPN 370295
0550E, Revised April 2, 1991
-7/-55/XW/ Baca Flood Elevation of 14.W
1 1 I I I -f/-I5!r/ -?/-T5 /fiW/ 1` RI.AM. TODD. d•Ak>B1tOSI
I 11 II 1 ? ' i I' -'??!/k'/?/ r -1/-C: /7'h% ? IWMri+MO4'WOM'.Vf?uamL7tY
II I I! I II -L! / ' 1 = ms $PAti[\AY/NATE203
SHORELINE LENGTH t ' I / I 1 I 99Ift. I rur.NORTH Cuacumuuu
(asmeasured along MHW) i
I 1 1 I 1 I 1 I -sY-LS/YWl I ll t l (OFFILE)919AX1071
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I I 'I 1 1 1 ?V Tx 20' FINGER PIER og /5 /S
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1 1 `, 11 '1 11 ', 11 L>LNG DOCK 1 t1 1 ! 1 I1 ` 63. ', 1 11 I I 1 V BUFFER/3ETbKK /B I
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(SEE AW.H. DRAWINGS) 27
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/ I 1 ti 1 1, 11 II I 24' vAdth to -5' MLW contour 1 t 1 \ HEM N I Of likTIOt LI NE ` PAIV@61NT __/
f / 1 1 I 1 1 I I I i I(+/-912sq.k.) 1 \ t ENDS
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I ? 1 , I 1 1 -?/srxgi
1 1 1 1 1
ESTIMATED NON-V 0350 E, Revi&ad April 2 1991
I I 11 , I t 1 1 11 11 II ?I ; NON-VEGETATED
SUBMERGED BOTTOM IMPACT HEAN-L0W SNTM L I NO Base Flood Elevation of 14.00
1 ,
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l 1
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C' ? tl rl I `v tt 1\ v\ ??/-s5 rawy SCALE 1" = 40'
X02 i ; 1 `I "'fS W/ PRELAUNARY FOR REVIEW ONLY WATER-DEPENDENT Oyster Hajrbour Waterway Park
DEVELOPMENT Applicant: Oyster Harbour, LLC
-4//i5 y<„ CIO Mr. Gary Allen
Location: AIWW, Brunswick Co.
LMG # 03-99-010
C:korolect fileslovsterharbourlwatarwavnarielrr,,,roel) 9nm s: M,
1. AIWW survey provided by the Navigation Branch of the US Army Corps of Engineers, Wilmington NC. WE'
Base aerials are 2000 photographs.
tic
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2. Waterway Park site plan overlaid on the ps'AIVVW survey ••••• t s
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LANDWARD LIMIT
COASTAL MARSH AND
FEDERAL WETLANDS
EXISTING GRADE
10 ?~
7 ???
PLAN VIEW RAMP AND 2:1 SIDE SLOPES,
from MHW to intersection with bottom
MHW ......... .... .
,,._ .
.._?-• .. ? f RAMP ON
BOTTOM
a
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SIDE SLOPE AREA
WATERWARD
MHW COASTAL MARSH LIMIT
APPROX. HIGH 11DE ---, APPROX. LOW TICE

RAMP012%
4
0
NCDOT CLASS B -2

ROWBOAT DOCK & DREDGE
8W WILLIAMSON RD.
MOORESVILLE, NC 28117
704-663-3478
OYSTER HARBOR, LLC
OYSTER HARBOR AT HOLDEN BEACH
SWG:01-289.1P
BY ECA &13101
O
-9 -10
85
" NCDOT CLASS B LIMITS OF 24' WIDE
'RAP EXCAVA11ON
CI it 1 11 !?? I i? '.1
2 2032
84
95 - I
DIVIC11ON OF
COASTAL NIANAGEfv1LNT

196
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 03-99-010
C:Wroiect fitestovsterharhouAwaterwavnaddenivPC7nm
SCALE 1" = 20'
CAMA Major Permit Application,
RAMP Oyster Harbour Waterway Park
CROSS SECTION Applicant: Oyster Harbour, LLC
AND PLAN VIEW
Location: AIWW, Brunswick Co.
M-4-- a nennnn 01-. _a 0 ..t 44
r-LKH W (T. 0. K I s, d I
PAVED AREA SHADED
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0330 E, Rev Isad Apr II 2, 1991 IROAS?
1 Bass Plood Elevation of 14.Od
MLAN Low wt 11IR LINE
CAMA Major Permit application,
Oyster Harbour Waterway Park
SCALE P= 30' UPLAND DEVELOPMENT A licant: Oyster Harbour, LLC
WITH GRADING LIMITS cto Mr. Gary Allen
Location: AIWW, Brunswick Co.
LMG # 03-99-010
C:Ipro'ectfilesbysterharbouAwaterwa IO.cdrl_ I Date: revised 712002 Sheet 10 of 11
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slml D aORURE
3T)LhEAWAI
R]ONf, NOTES „
SEEDWO GATES
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SCALE F'= 50'
EXISTING RUBS R30a1LLM FOAM LOCATU MO 1Ta1CIIDM OF NL
N at ALYa A01N1'DUN" q aOsv rIW
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TIEN NIMT n EAUYITM N ENrNE. NOT LESS 7NM1 a DAYS PMa TO EACAVATM.
a MR•tulMCrld Mega tx E r0 COOMOMTE DRAygTpy
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PAID FOR R 7 CO rrO1L kC/® RM TO A fASl81M M11E
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FINAL DESIGN oMM11 SK'
SEDIMENTATION
LMG # 03-99-010
C:Iproject filesloysterharbourlwaterwayparklfigures7.2002.111.cdr
+a
0929 A MI aAY
DROP IN„ _ L Ef OETpN
EROSION CONTROL 1
STORMWATER PLAN
as submitted to NC Divisions
of Land & Water Quality
by project engineer

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IARIANNAMNWLA W'A1EA!O®MALS
2101 q!R[ON MARXWAr/ afro 2M
CGAIY,NOl7H CAJUX4LA27313 U2A
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DIVISION UI nC?
AS-VAL MANAGE' I?
CAMA Major Permit application,
Oyster Harbour Waterway Park
A licant: Oyster Harbour, LLC
c/o Mr. Gary Allen
Location: AIWW, Brunswick Co.
Date:7/2002 Sheet 11 of 11
y A.")
1NFILTBATION TR NCH DETAIL
16 MSS c??\ -
Fk/ST/NG
G?OE will lar9elY r
emairl Same
1a MS\-
con`s
CONCRETE
ANCHOR or
tie back rod
GNV YG LO0
.J?E B
FILTER CLOTH
Notes:
1. Proposed bulkhead/retaining wall would be located
roughly 40' landward of mean high water.
2. See Sheet 10 for planar view of bulkhead/retaining wall,
and grading limits associated with retaining wall.
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 03-99-010
C: Wroject MestoysterharbourlwaterwayparkWgures7.2002.
RETAINING WALL
DETAIL
?8" WALERS
8" TREATED
WOOD PILING
3"V-GROOVE
SHEATHING
h- , MHW
40'
PILING DEPTHS
PER CONTRACTOR
SCALE lot = 53
CAMA Major Permit Application,
Oyster Harbour Waterway Park
Applicant: Oyster Harbour, LLC
Location: AIWW, Brunswick Co.
Date: 8/2002 Sheet 9 of 11