20021090 Ver 1_COMPLETE FILE_20020708

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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
April 22, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jim Rose
Shallowbag Bay Club, Inc.
353 Soundview Drive
Kill Devil Hills, NC 27948
Dear Mr. Rose:
,A?l
N
This letter is in regard to your application request under the Coastal Area Management Act
(LAMA) to construct three wave attenuators in Shallowbag Bay in Dare County. Processing of the
application, which was received by the Division of Coastal Management's Elizabeth City office on June
21, 2002, is now complete. Based on the state's review, the Division of Coastal Management has made
the following findings:
1) The application proposes the construction of three wave attenuators: two, 4 feet wide by 150'/z feet
long and one, 4 feet wide by 2061/2 feet long.
2) The proposed location of the largest wave attenuator is parallel to the shoreline and approximately
400 feet from the shore and 210 feet waterward of the existing docking facility.
3) One of the smaller structures is also proposed to be located parallel to the shoreline and
approximately 300 feet from the shore in front of the marina entrance. A portion of this structure
is proposed within the riparian corridor of the adjacent property to the north.
4)
5)
The second smaller structure is proposed to be perpendicular to the shoreline and entirely in the
riparian corridor of the adjacent property to the north.
A total of approximately 250 linear feet of the proposed wave attenuators is to be constructed
outside of the riparian corridor of the Shallowbag Bay Club.
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://www.nccoastaimanagement.net
An Equal Opportunity\ Affirmative Action Employer- 50% Recycled \ 10% Post Consumer Paper
Jim Rose
Shallowbag Bay Club, Inc.
April 22, 2003
Page 2
6) The adjacent riparian property owner to the north has objected to the placement of the proposed wave
attenuators being constructed within his riparian corridor. The property owner further claimed that
the proposed structures would impede his access to the channel in Shallowbag Bay.
7) The U.S. Army Corps of Engineers, which is responsible for enforcing the provisions of Section 10
of the Rivers and Harbors Act, recommended that the application be denied based on the potential of
the proposed wave attenuators to adversely affect established navigation patterns in Shallowbag Bay.
8) The N.C. Division of Marine Fisheries objected to the project as proposed due to "the loss and/or
impacts to Public Trust Waters. The project as proposed will result in a severe hazard to navigation.
This area of Shallowbag Bay is heavily utilized for boating and fishing (recreational and
commercial). This project will interfere with the use of this area."
9) The Division of Coastal Management has also determined that the proposed wave attenuators would
obstruct navigation along this shoreline and in Shallowbag Bay.
10) Based upon the findings outlined above, the proposed project has been determined to be inconsistent
with the following Rules of the Coastal Resources Commission:
A) 15A NCAC 07H.0207(d) Use Standards for Public Trust Areas, which states that "In the
absence of overriding public benefit, any use which significantly interferes with the public
right of navigation or other public trust rights which the public may be found to have in these
areas shall not be allowed. "
B) 15A NCAC 07H.0208(a)(2)(H), which states "Development shall not impede navigation or
create undue interference with access to, or use of, public trust areas or estuarine waters. "
Given the preceding findings, it is necessary that your request for issuance of a CAMA Major Permit
be denied. This denial is made pursuant to N.C.G.S. 113A-120 (a)(8), which requires denial for projects
inconsistent with the state guidelines for Areas of Environmental Concern or local land use plans.
If you wish to appeal this denial, you are entitled to a hearing. The hearing will involve appearing
before an Administrative Law Judge who listens to evidence and arguments of both parties and then makes a
recommendation to the Coastal Resources Commission. Your request for a hearing must be in the form of a
written petition, complying with the requirements of §150B of the General Statutes of North Carolina, and
must be filed with the office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714, [phone], within twenty (20) days from the date of this letter. A copy of this petition should be
filed with this office.
Also, you should be advised that as long as this state permit renewal denial stands, your project must
be deemed inconsistent with the N.C. Coastal Management Program, thereby precluding the issuance of
Federal permits for this project. The Federal Coastal Zone Management Act (CZMA) gives you the right to
appeal this finding to the U.S. Secretary of Commerce within thirty (30) days of receipt of this letter. Your
Jim Rose
Shallowbag Bay Club, Inc.
April 22, 2003
Page 3
appeal must be on the grounds that the proposed activity is (1) consistent with the objectives or purposes of
the CZMA, or (2) is necessary in the interest of national security, and thus, may be federally approved.
Members of my staff are available to assist you should you desire to modify your proposal in the
future. If you have any questions concerning this matter, please contact Mr. Doug Huggett at (919) 733-
2293, extension 245.
Sincerely,
Donna D. Moffitt
DM/jrs
cc: Mr. Eldon Hout, Director - OCRM/NOAA, Silver Spring, MD
Colonel Charles R. Alexander - U.S. Army Corps of Engineers, Wilmington, NC
DCM - Morehead City
DCM - Elizabeth City
F W A TF Michael F. Easley, Governor
\O?? RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Cq 7 Alan W. Klimek, P.E. Director
7 _I Division of Water Quality
Jim Rose
Shallowbag Bay Club, Inc.
353 Soundview Drive
Kill Devil Hills, NC, 27948
APPROVAL of 401 Water Quality Certification
Dear Mr. Rose:
July 30, 2002
DWQ# 02-1090
Dare County
You have our approval, in accordance with the attached conditions, to shade 0.047 acre of Public Trust Waters in order to
construct three wave attenuators adjacent to your property and in Shallowbag Bay in Dare County, as described in your application
received by the Division of Water Quality on July 8, 2002. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3371, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands .
This Certification allows you to use your CAMA Permit when it is issued by the NC Division of Coastal Management. 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, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying CAMA
Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
cer
W i ek, P. .
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
Roxanne Dorman, P.O. Box 3368, Kill Devil Hills, NC, 27948
021090
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. ffi
Customer Service
1 800 623-7748
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WO Supervisor: Boger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Shallowbag Bay Club County Dare
Project Number 02 1090 County2
Recvd From DCM Region Washington
Received Date 7/8/02 Recvd By Region
Project Type three wave attenuators
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA Waters OY OO N I 30-21-3 SC F_- 30,151. 0.05 F r-F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more Info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y Q N Recommendation: Q Issue O Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
A7iLA.
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
July 2, 2002
MEMORANDUM:
__V
TO: Mr. John R. Dorney ?
0 i
Environmental Biological Supervisor 2UO2
Division of Water Quality WA w 7 AN
FROM: Doug Huggett TE A °r Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Shallowbag Bay Club, Inc. Major Mod #132-89
Project Location: East of 64/264 in Manteo on Roanoke Island in Dare County adjacent to the
Shallowbag Bay
Proposed Project: Construct three wave attenuators
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 23, 2003. If you have any questions regarding the proposed project, please contact
Frank A. Jennings, III at [phone]. When appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: http://dcm2,enr.state.nc,us
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
2
3
4
APPLICANT'S NAME: Shallowbag Bay Club, Inc. Major Modification #132-89
to Shallowbag Bay
Photo Index - 2000: 182-2158 (W-14) 1995: 182-1881 (S-16) 1989: 152-6 (Q-9,10)
1984: 141-1569 (Q-9) 1978: 83-362 (M-13,14)
LOCATION OF PROJECT SITE: East of US 64/264, Manteo, Roanoke Island, Dare County adjacent
State Plane Coordinates - X: 2986500 Y: 800200 Manteo Quad (LR)
GPS: E061418A
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/14/02
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 06/21/02
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Manteo
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Marina dock system, condominiums, breakwater system
Planned - 3 wave attenuators
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Public Trust/Estuarine Shaded
Waters 2030 sq.ft.
(D) Total Area Disturbed: 2030 sq. ft. (.047 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct three wave attenuators adjacent to his
property and in Shallowbag Bay.
Shallowbag Bay Club, Inc. Major Mod#132-89
Field Investigation Report
Page Two
Project Setting
The applicants' property consists of a 6.66 acre tract located behind McDonald's
restaurant on the east side of US Highway 64/264 in Manteo on Roanoke Island, Dare County.
The property is adjacent to Shallowbag Bay and is "U" shaped with a 120' wide and 750'
long basin in the center that connects to Shallowbag Bay. The property is the site of an
authorized 76 unit condominium complex and a 99 slip marina. At this time the project is
nearly complete.
The adjacent property to the north is a Juncus marsh and the adjacent property to the
south is also a Juncus marsh and is separated by a canal. The soils on the property are sandy
and the vegetation consists of yard grasses and ornamental shrubs.
The waters of Shallowbag Bay are classified as SC by the Division of Environmental
Management. All waters in Shallowbag Bay and its tributaries are declared as prohibited
territory for shellfish taking by the Shellfish Sanitation Branch.
Development Proposal
In order to reduce the wave action experienced at the marina, the applicant proposes to
construct three wave attenuators in Shallowbag Bay near the entrance. The proposed wave
attenuators resemble a floating dock in that guide pilings are used as horizontal stabilizers and
to keep the structure in place. The floating attenuator is 4' wide, 26" high and the length is
150.5' for two units and 206.5' for a third unit. The units appear to be rigid, unlike a floating
dock. According to the proposal, the pilings will be approximately 34' long with
approximately 13' above the normal water level (NWL).
The water depths in the area of the development proposal range from -6 ft. to -7 ft.
below NWL and the bottom is sandy.
The location of the largest proposed structure is parallel to the general shoreline and
approximately 400 ft. from shore and approximately 160 ft. waterward of the outboard slips of
the marina. One of the smaller structures is also parallel to the general shoreline and in front
of the marina entrance. It is approximately 330 ft. from shore and located partially in the
riparian corridor of the adjacent property to the north. The second smaller structure is
proposed to be perpendicular to the shoreline and entirely in the corridor of the adjacent
property to the north.
Anticipated Impacts
The proposed structure will shade 2030 sq. ft. of Public Trust Area and Estuarine
Waters Areas of Environmental Concern. Approximately 250 linear ft. of the structure will be
Shallowbag Bay Club, Inc. Major Mod#132-89
Field Investigation Report
Page Three
constructed outside of the applicants' riparian corridor. The adjacent riparian property owners
whose riparian corridor will be encroached have objected by letter.
Location of structures within the Public Trust waters will constitute a greater
obstruction to navigation of vessels transiting laterally along this shoreline. It will effectively
enclose an area of approximately one and three quarters acres of Public Trust in addition to a
similar area already enclosed by permitted docks.
Temporary water turbidity will occur during construction.
Submitted by: Frank A. Jennings, III
Date: June 25, 2002
Mr. James Rose
353 Soundview Drive
Kill Devil Hills, NC 27948
I, James Rose, authorize Environmental Professionals, Inc. (EPI) to pursue
environmental permits on my behalf for property located in Dare County,
North Carolina.
AUTHO ZATION

DATE
PROJECT NARRATIVE - SHALLOWBAG BAY
Major Modification for Shallowbag Bay Club
CAMA Major Permit #132-89
The proposed project is a modification to the existing CAMA Major Permit #132-89. Shallowbag Bay
Club, Inc. is proposing an addition of three (3) wave attenuators at the entrance to Shallowbag Bay Club
Marina (see attached site plan/drawings) to provide protection for the existing channel (see surveyed
channel on attached plat) and existing offshore boating facility.
The marina is substantially built as proposed in the original application that allows for the location of slips
in the offshore basin. What was not available in 1989 was an adequate design of surface mounted wave
attenuators that would allow for control of wave activity associated with strong wind-driven energies. An
offshore shoal is located approximately 400 feet from the existing east dock. During storm events this
shoaling creates damaging wave energies towards the existing marina. The attached plan distinguishes
between existing and proposed structures by highlighting the remaining proposed structures and lighter line
type the existing structures. The old piling layout that was depicted has been removed from the revised
plat since these pilings no longer exist. This revision should clarify the location of the existing pier.
The proposed lengths of the attenuators are: (1) 206.5' and (2) 150.5' with 4 foot widths and 16 inch
height (see details attached). Water depths at attenuators are approximately 4.5 to 8 feet (see surveyed
depths on attached plat). Wave attenuator apparatus is 26" in height and extends approximately 16 inches
above the water surface. The pilings extend approximately 13 feet above the wave attenuator apparatus.
The proposed attenuators (polyethylene incased expanded poly styrene (eps) flotation will be constructed
off site using a commercial source (Sound Marine) and installed off shore using a barge with a hydraulic
pump to drive 12" diameter x 35' length pilings into the floor (driven approximately 13 feet deep into the
sediment) of the Roanoke Sound. Once the pilings (37 total) are in place the attenuators will be placed
through the pilings to allow vertical movement (floating) of the attenuators to correlate with the fluctuation
of wind driven tides (attenuator 26" in height, includes 10 inches below the water surface). Placement of
the wave attenuators are proposed approximately 40 to 200 (see individual placement on the attached plat)
feet from the existing boating facility where water depths are approximately 4.5 to 8 feet deep. A waiver
letter was obtained from the north adjacent riparian property owner to allow the construction to take place
within his riparian corridor (attachment). Current ebb and flow have been provided in the vicinity of the
proposed wave attenuators.
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Shallowbag, Bay Club Inc. c/o Jim Rose
Address 353 Soundview Drive
City Kill Devil Hills State NC
Zip 27948 Day Phone see agent
Fax
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
Project name (if any) Shallowbag Bay
EPI #00-073B
NOTE.: Permit will be issated in name of landowner(s), and/or
project name.
b. City, town, community or landmark
Manteo
c. Street address or secondary road number
East of 64-264 Manteo
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) Shallowbag Bay/Roanoke Sound
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.
Owner proposes to place three (3) wave
attenuators east of the existing marina outside
Shallowbag Bay to provide protection for the
existing channel and existing offshore boating
facility
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
2. LOCATION OF PROPOSED
PROJECT
a. County Dare County
pages. The purpose of this project is to protect the existing
channel and access to Shallowbay Bay Club along with the
existing offshore boating facility, for the use of boat owners
within the Shallowbag-Bay Marina. Pre-constructed wave
attenuators and pilings will be transported by a barge and placed
offshore using hand tools and hydraulic pumps. Wave attenuators
are free floating: the only structure placed within the bay substrate
will be pilings (37) which hold the free floating wave attenuators
in place which allows vertical movement of the attenuators in
relation to the fluctuating, wind driven tides.
Revised 03/95
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. Are there wetlands on the site? X Yes _ No
4. LAND AND WATER Coastal (marsh) X Other 404
CHARACTERISTICS If yes, has a delineation been conducted? No
(Attach documentation, if available)
a. Size of entire tract 392,698 s.f. (9.02 ac.)
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MH`W or NWL
+/- 5'
d. Soil type(s) and texture(s) of tract
sandy soils
e. Vegetation on tract lawn grass
f. Man-made features now on tract existing marina/
boating _facility (see attached plat)
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
X Conservation Transitional
X Developed _ Community
Rural Other
h. How is the tract zoned by local government?
Developed
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
_ Yes X No
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
in. Describe existing wastewater treatment facilities.
City 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.) None
o. Describe existing drinking water supply source.
City water
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V 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
Revised 03/95
Form DCM-MP-1
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 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 applicant
further certifies that such notice has been provided.
Name Edward Green
Address P.O. Box 265
Phone Manteo. NC 27954
Name Fran Jolliff
Address P.O. Box 462
Phone Manteo. NC 27954
Name Jack Burrus
Address P.O. Box 913
Phone Manteo NC 27954
Name The Weeping Radish Partnership
Address P.O. Box 1471
Phone Manteo. NC 27954
0 A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Maior #132-89
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• 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 evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 30`" day of May , 20 02 .
Print Name Roxanne D. Dorman
Signature ?'avr.,
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
Revised 03/95
Form DCM-MP-4
STRUCTURES
Construction within Public Trust Areas)
'ach this form to Joint Application for CAMA Major Permit,
rm DCM-MP-1. Be sure to complete all other sections of the
int Application which relate to this proposed project.
Dock(s) and/or Pier(s) N/A
(1) Commercial Private _ Community
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger Piers Yes _ No X
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines North structures extend past the riparian corridor
(waiver letter attached) south riparian property line
100+' from structures
(9) Width of water body Approx. 1 mile
Water depth at waterward end of pier at MLW or NWL
N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
N/A
(2) Average distance from MHW, NWL, or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
e. Mooring buoys N/A
(1) Commercial Private _ Community _
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
(3) Wave Attenuators: (1) 206.5', (2) 150.5' in lengths (see
attached drawings): wave attenuators propose d to be installed offshore
using barge for transport and hydraulic Dum p to drive in pilings
(12"dia. 35'length), which run through the middle of each attenuator to
allow vertical movement of the attenuator apparatus in relation to the
fluctuation of wind driven tides. (Wave attenuators float freely with
the (vertical) ride fluctuation but are held in place (location on attached
plat) by several pilings (on 14 foot centers) w
substrate of the bay (approx 13' deep) Wave hich are driven into the
attenuator apparatus
extends 16" above the NWL and 10" below the NWL (26"total height
of apparatus) Pilings extend spproximately1 3 feet above the wave
attenuator apparatus Total number of pilings for all three attenuators =
37 pilings (a-,) 12" diameter x 35' length
Shallowbag Bay Club EPI #00-073
Applicant of Project Name
(-- W,- a? c?zit`
Signature lI((

Date
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
'
h. Maximum boat length 65
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other I. Are there any floating structures planned? No
sections of the Joint Application that relate to this If so, describe N/A
proposed project.
1. MARINA CHARACTERISTICS
2. MARINA OPERATIONS
a. Check below the type of marina proposed.
X Commercial Public Residential a. Check each of the following sanitary facilities that
will be included in the proposed project.
b. Will the marina be open to the general public? X Office toilets
X Yes No X Toilets for patrons
Number
c. If there is residential development associated with the Location 4 Ships Store
marina, how many units or lots are planned and how X Showers
many'are currently developed? X Boat holding tank pumpout
Yes - 81 units planned - 42 units developed Type and location See plat
d. Check all of the types of services to be provided. Describe treatment type and disposal location for all
b
_ Full service, including travel lift and/or rail .
sanitary wastewater Municipal systems
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 99
_ Dry storage
c. Describe the disposal of solid waste, fish offal and trash
Number of boats 99 disposal Dumpsters and municipal trash service
0 Boat ramps
o Other
e. Check below the proposed type of siting.
X Land cut and access channel
d. How will overboard discharge of sewage from boats be
X Open water with dredging for basin and/or controlled? No discharge allowed and signage
channel
_
_ Open water, no dredging required
Other
Give the location and number of "No Sewage Discharge"
e
(describe)
- .
signs posted. 2 - at sewage pump outs and ships store
f. Describe the typical boats to be served (for example, open
runabout, charter boats, sail boats, mixed types
19' - 65' power and sail boats
g. Typical boat length 25'
Describe the special design, if applicable, for containing
industrial type pollutants, such as paint, sandblasting
waste
Form DCM-MP-6
and petroleum products. Dual shut off safety system for
fuel
g. Where will residue from vessel maintenance be disposed
or N/A
h. Give the number of channel markers and "No Wake" signs
posted. None
1. Give the location of fuel-handling facilities, and describe
the safety measures planned to protect area water quality.
Shown on plat - dual shut off safety system - fueling
by attendant
j. Describe design measures that promote boat basin flushing
or circulation and that reduce water quality impacts.
Already approved by CAMA permit
k. What will be the marina policy on overnight and live-
aboard dockage? No live aboard dockage - same as
original application
1. Is the proposed marina located near any shellfish leases?
Yes X No
If yes, give the name and address of the leaseholder.
N/A
in. If this project is an expansion of an existing marina, what
types of services are currently provided? -no-
n. How many slips are now available?
84
o. Is the marina proposed within a primary or secondary
nursery? X Yes No
p. Is the marina proposed within an area open to shellfish
harvesting? Yes X No
Shallowbag Bay Club, Inc.
Appl' nt or Project Na ..?
Signature
Date
q. Give the location and number of "Pumpout Available"
signs available. 1 pumpout (see attached plat)
A

i
m

RECEIVED
MAY 6 ?nn?
COASTAL MANAGEMENT
ELIZABETH CITY

KA ARI" E-=
P.O. Box 15329 - Wilmington NC., 18408 • 910-395-9345
REVISION: DATE: Ref. WAVEATTENUATORII Scale: NOT TO SCALE
NO CHANGES AT THIS 7IUE 6/13/01
Drown 6y. T.S.GARRETT CHECKED BY:
WAVE ATTENUATOR
ISOMETRIC VIEW
DETAI
PILING Rnv FRAMAG
2X8 J+
SHEA7
ON
RECEIVED
MAY 6 2 W
COASTAL MANAGEMENT
ELIZABETH CITY
REVISION: DATE: Ref. WAVEATTENUATORII Sccle: NOT TO SCALE
NO CHANGES AT THIS TIME 6/13/01
°'1111 Drawn By. I.S.GARRETT CHECKED BY:
®® ®=®®
t*,A R 1 r*,-4 F= WAVE ATTENUATOR
P.C. 8= 15329 - Wdrn;ngtcn NC., 28408 . 910-395-9345 TOP / SIDE VIEWS
I
? n
r
n n nnnr- L I=I mrnrl

206.5'
ATTENUATOR 26'
I' UNDER TER)
-LE FLOATS WITH TIDE
N
APPROX. 13'
WAVE ATTENUATOR
CROSS SECTION
FRONT VIEW
SCALE, V=30'
150.5'
ATTENUATOR 26'
UNDER WATER)
PILIt
API
CROSS SECTION
FRONT VIEW
SCALE, 1'=30'
150.5'
ILINGS BURIED
APPR?X, 13,5'
VE ATTENUATOR 26'
C10' UNDER WATER)
PILII`
API
CROSS SECTION
FRONT VIEW
SCALE: 1'=30'
'ILINGS BURIED
APPROX. 12.0'
'PROX, 16' ABOVE THE NWL
THE WAVE ATTENUAT?R APPARATUS)
SHALLOWBAG BAY CLUB
CAMA MAJOR PERMIT
DARE COUNTY MANTEO NORTH CAROLINA
1 SCALE: EACH NOTED DATE: 5/3/02
REVISED: 5/21/02
NOT FOR CONSTRUCTION--FOR PERMITTING PURPOSE
ONLY
T _
$ u4, A; ~ sk.l
LEGEND
SYMBOL DESCRIPTION G
~ CONCRETE MONUMENT FOUND P
C~ PK NAIL FOUND 0
IRON PIN FOUND Iwo aow aRECraa
~ IRON REBAR FOUND P
~ EXISTING UTILITY POLES APPROI
APf'HOxI1M7E L'iY~INEI LOCATION CAW PER11tt 132-89 , .
~ EXISTING TELEPHONE PEDESTAL MANTEO WANCHESE
® EXISTING CABLE TV PEDESTAL
~ EXISTING WATER METER
EXISTING FIRE HYDRANT s' D~fli~ s '~DS~ R ANOKE ISLAND
EXISTING WATERLINE DlPRi SITE 0 \ ~ .
5`- EXISTING SEWERLINE ~
XI TIN W R M NH ® E S G SE E A OLE J,
~ EXISTING STORM SEWER
EXISTING DROP INLET h D~fN h \
PROPERTY LINE M
RIGHT-OF-WAY T.S Ot~111 0lPITi
BUILDING SETBACK LINE is o~
- EXISTING SHORELINE / 6 ~ -
. oh PROPOSED AEC LINE ,h
=---lio EXISTING CONTOURS \ ~ N.T.S.
. al+~ EXISTING SPOT ELEVATIONS / ~ •
X TI a / - EIS NG PAVEMENT w ~ s M / y/
.a• / ~ EXISTING CONCRETE
~ ~ rro PROPOSED CONTOURS ~ /j; r
1 ~ :a+s PROPOSED SPOT ELEVATIONS ~
/ ~ }CI~3.~3 PROPOSED TOP OF o • o / /
~ . I, ' ~ ~4 CURB ELEVATIONS / • o' X10 ( ~i / i* oN . L., ~ PNtTVLLY ca1sT~,cTev ~ 9 ti sa
1~ ~ / s PROPOSED PAVEMENT P~ ~ ~ AfD oEac $E l
/ Mo DeCxS ~ ~7 W ; ~ r ;
/ ~ g~~ ~ PROPOSED GEOWEB ,t ' , • ~ ~ HIV ~Q,.
L-~rr / • • : ~ - , ~ PROPOSED CONCRETE • y ~
PROPOSED oRY r PROPOSED SIGN / s F ' 'r,, hl 111 ~bina+Nl
~ PROPOSED LIGHTS / ~ o A
. PROPOSED GEO-WEB ~ PROPOSED BOLLARD LIGHTS / E~ERCENCr ~ccESS S • ~ '
PROPOS D WATERL{N ~ ` • f ~ E E x , fUElJNC BERTHS 4 ,
/ , PROPOSED WATER VALVE r S r 9
0 / ~ ~F , ~ PROPOSED FIRE HYDRANT o, ~ ~ ,j; ~ , ~ ~ ~ •
/ ~ c^ B a ; / • PROPOSED WATER METER ~ ~ / ~
C a i ~.q ; ~ / / PR P A IT Y / ~ , / 0 OSED S N AR SEWER r ,e /
~ / / / 9 PROPOSED SEWER MANHOLE / ~ •f ~ `d ~ssr ~ / / R° ~ r
PROPOSED STORM SEWER ~ ~ ' ~ 1 ; ; / 6 _ ~F ?1,q ,ir / a
it , ® PROPOSED JUNCTION BOX / ~ ~ n _ N o
rRAl~75 h~l ~ ~ ~ gTORY.~ ! ® PROPOSED DROP INLET ~ ~y. ~ • 'r nA+ ~ ~ `
¦ PROPOSED POND DISCHARGE °E"` •
~,I , • STRUCTURE / o~ ~ / , r
/ . ~ ~ . fit, ~~:4~ i.. 1 r PLPESp(Q OMNE~ SQL t~ ti,1.L` Ri ' . UN~g~ f IN. t~Y9E. ,Aa?.
/ ~ r 225 EAGLE pllt.
6 / - M? ~ F / ~ ~ ~ ~ r ,r. `r ~ ~ ~ ` K1LY DEbAE t~~ MC 1'f918 ~ t
NJP ~ ~ / MP?MLT h ~ ~
/ dACtc R. ~ ~ "%r" y D>lRf+116 / c1ARILT \ ~ ~ f~ ~ P.O. ~ ~i~
fir.: /r ~ CURREpf E~ aD. f~. Pb RO 0~ / ~ ANO now OIR[CTpN ~ -
' p. ;THE OE~I~iPER ~ APPLMAIG FOR A ~01~ OEVElt6MM1Elt~ 1s14lJii1EL"f ~
2 ~j ti ~ . ~ !NCLUOES THE CTRUCTION tSi 76 CbN0ON11UMt~Ai UMIk1'S G~ 6I 4 t BUILC~I?uf3S A~ A ANit1!RDtt A5 FOliLf7iM'~:
~~.~d..---.~..~ _ _ - rte. _
/ x ~ ~ a a tO - ~ Ni' 3Utl.t3M1GS: BO UNITS j , - uNrt ~u~awcs: 2t LtLiR1S
t6 / rr ~ / ~ aµ Slw rlrlRt~A z
/ ~ • ~ ~ ~ ; 3aoD S.F. sL~RE/713 SPAT R!`~AIiRANT / "
/ fUiUftE PARKAIG / ~ c t ~ 4400 S.F. CLUBHOUSE ~ W
Z~ 4. TFIE PROPERTY iS KNOMMV AS SHALLOWBAG BAY TRAN.ER PARK, IN MANTEO, NC, ¢ ~ ~
A D N~ DEEDBOObc 736, PAGE 264. u W y`~ NO RECOROE
da ~ S ''b , G I J THE PROPERTY IS ZONED 6-2, GENERAL BUSMIESS DISTRK;T. r ~ g
OG t7 ~y
+A _ y ' ~ e ~ 6. THE PROPERTY IS tN A FL000 ZONE A8, BASE FLOOD ELEVATION 9.0' z ~ ~
7. TOTAL PARCEL AREA IS 392.698 S.F. (9,02 AGRES) ~
x ~ ~ rrJ 1/~ •
k ~ ~e t . 289,944 S.F. 6.66 ACRES) IS LANDWARD. r W ( ~ $ 102,754 S,F. (2.35 ACRES) iS WITHIN THE BASIN Z a
4 a~w~v fi ,o : .e ~ ri„ ~ ~ . / ,~sa ~ ~i 8. SOME UNITS MAY C4NJVEY WITH A BOAT SLIP. O U ~q
F 0 b Z W '~I z~
~ t p y • 'O' A 9. PARKING HAS BEEN CALCULATED AS FOLLOWS: Q ~ N J ¢ ~
• K+E tfYLitiYA ? ~ E 0 b + ~ ~ h 2 SPACES PER UNIT x 81 UNITS = 1 fit a- A
0.5 SPACES/ADDITIONAL SLIPS x 82 SLIPS = 41 ~ r
5 SPACES FOR RETAIL 5 W ~ it t SPACE/200st x 4000st CLUBHOUSE 20 F-
i.. q A ~ ~ r S 4 ~ ~ pp ~jb t SP 3 SEATS x 78 SEAT RESTAURANT 2fi / a
, . i SP~E/3 EMPLOYEES x 9 EMPLOYEES 3 (/1 TOTAL REQUIRED = 257 SPACES • ~
r TOTAL PROVIDED 243 SPACES A Z
r iy W 3 * PARKING REOU9?EMENTS MAY BE ADJLISTEO AS UNITS/SUPS CONVEY. ~
/ / yid:.: NO PORTION SFIALL ~ OCCUPIED UNTIL PARKING REOUiREMENTS ARE MET.
AER4LT ~ 1 ~1 A ~ ¢ t2 SPACES ARE LOCATED BENEATH EACH 6 UNIT BUILDING t20 W W
SPACES TOTAL. THESE SPACES Will BE DEDICATED TO EACH UNR. _
j , s~6A
/ - b % ~ y. J ~ ~ ~ 1Va7[E~ IN1IGt ~ ~ ii•~ 10. LOT COVERAGE FIAS BEEN CALCUUTED AS FOLlOMS: l7
a truss ~ + ; ,l , ~ , _e ;~C ~ • . • ~ E c ~y EXISTING PROPOSED TOTAL ` , Z
~ _ ~ DD F~. 711 - ~ • •r ~ N ~1~ONVGS/DECKS 31,6 f 4 SF 24,071 Sf 55,685 SF PAVEMENT 50,371 S~ 27,002 SF 71,373 SF ^~I
\`O ~ 1} ? THE hlt~'N6 RIO19F1 IRT1rp~FIP 0 + d T , ,1 ~ p' ti•• •~p,"yJ 1 ,~5~' DISfRIGT W. PARGG. OZ57p~ POOL/DECKS 3,236 SF 3.236 SF ~1
/ 1 ~ Q JR~O1'~~7 DaY e b • ~ ~ ~ d• ~ ~ ~ , DD 40~, Fib. 171 DOCKS 4.744 SF B,494 SF 11,238 SF CONCRETE t 9,804 Sf 6,836 Sf 26,660 SF
N/f c' ~ i, • ~ ~ r r3S C~`~ s PN/ 9789~,U1-{6.77t?. ~ Atcfkl•MD5 Late. y O . , - • • • ~ ~ . GEOWEB 1 t,014 SF i t,014 SF
PI5f1i1GT 10, PNtLg O1D•r9'!?OIO f ' ~ ~ ft ,~c r Fj" ~4ril~Vd~6 d1Y CUD tt;Ak'E + ~ ' * D'fi TotAl tXLVERA6E ~tRf.'/r3+3'~` ~3T~
DD. •~1i. R5 76 1 srarr, I'R,wt s fi ~ ~ PERCENT C04ERAGf 28.OC~ 19.2X 47,22 O W W
~l 9>~d1-~6-%lO ~,TRI~TIA1 LN F s° , , ~ , PIES ~ ~ g , ~0 T / ~ ~ ! ~A. \ WALKWAYS AND DOCKS ARE NOfi Nrq.UDED IN COVERAGE CALCULATIONS r
1W 1 ~ ~ Z / ' / PaD D16GfYR6E AS THEY WIU. BE LOCATED OVER THE BASN1 ~ Q
r. a` b ~GTtf't ®usr vR~urwtttA~.B+T i- N~. h \ rat M',vrwlVS LU+P. ~ ~ ~ 0' g ~ 11, TFIE STORtUWATER MMIAGE?#NT WM1 t~NSIST OF DROP INLETS WHICH THEE
DD ~wS. Ft5 if9 • / / h CONVEY STOFMNATER TO A SHALLOW WET QETENTiON Pql~ LOCATED ON THE
- PROPOSED STORAINAT9E SOLlTMMfSTERN CORNER OF THE PROPERLY. A STORMWATER MAIiAGEA1EM 0 PERMIT HAS BEEN OBTAMEO FROM 1HE NC DENR WATER Ot1At.ILY SECTION.
BRldc W~tl ~ ; C 1`~ h~ ~ . RI'TFJ~fY1N ~ h9 ,1 ' Pao
G ~ \ / ~ t2. THE MARMIA NISI. 8E DREDGED AND SLIP'S CON5TRUCTEQ Mrl ACCOR{tAIiCE WITH
o~ PROPOSED SIGN ~0 THE El(tSTiNG CAMA PERWT (132-89) PRIOR TO INFRASTRUCTUiB: CONSTRUCTION "0. 3711Br1~R'Ev Sur'rryrtd J6M 6119/98
.'y ~ y ~ \ o ~ l / 6 ~ ~ 1~y. S A t 3. a SE09YfENTATtON AI's ERQSgN CONTROL PERtMiT WRL BE OBTAMIED PR~R 10 ~ ~MD
LL / ~ ~ EARTH OtSTLtRBING ACTNCfIES. r Z Drorn DES
14. THE BQUNDARY AND SFIORELINE TAKEN FROM A SI~VE'P BY W.M. MEEKINS, JR ~ ~ ~MD
~ N/T ~ ~ Q •0 owatat ~t twass , ~ ~ W~ ASSOCIATES FOR SHALLOWBAG BAY CLUB, ll~. DATED 3/21/98 do 4/7/98. W o ('3tJ rl. Na 37 1
6~ t.~ s owes $ ? ~ DtStRILT 10, PIRG O'l51110gD TOPOGFtAPhMC SURVEY ?NFORMATION AND SITE IMPR(YVEMENTS OBTANr}ED BY L RING INC. ON 6 11 98 ~ ~ - ALBEMARLE ENGINES / / u•a 1 - 60
r DAY GRAPHIC SCALE DD 7E6, F5 711. ~ ~ gma
P[+1~ 9'lD}pl~,b••416'i LINE TABLE a ~ s~ t5. ALL UTILITIES WELL BE REPLACED AND/OR RENOVATED. ALL OVECn1EAQ UTN.tTiES z 4N 9ot: 04/t6/02 F- J
/ i we i cunru oc ~ t~iun I 1 I 1 I I SHALL BE PLACED UNDERGROUND. SEE UTILITY PLAN. SHEET 4. ea a ~ m...
NC~CS 83 !HR- 18 / unc Luw I n o~nmiru wa --7 ;;j-
It 46.00 521'47'00"E $ o H 798677.313 FT / 16. A CAMA MAJOR PERMIT WILL BE OBTAINED FOR THE RESIDENTIAL DEVELOPMENT O PORTIONS OF THE SITE. SHEET NO,
E 2986168.692 FT L2 42.89 S59'48'35"E COUSNEO FACTOR / L3 35.67 S4g03'53"E ( IN FEET )
~c` 0.99996207 / 1 inch = 60 ft. 17. SIGNAGE. LIGHTING AND LANDSCAPING WILL COMPLY WITH THE ZONING
ORDINANCE. A SIGN PERMIT WILL BE OBTAINED PRIOR TO ERECTION OF THE SITE SIGNAGE. SEE LIGHTING AND LANDSCAPING PLAN, SHEET 5. « r r
JI ~ l OF 9 SHEETS