20080778 Ver 1_CAMA Application_20080505

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
May 2, 2008
MEMORANDUM 0 8 0 7 7 8
TO: Cyndi Karoly
Environmental Biological Supervisor D
Division of Water Quality
FROM: Doug Huggett MAY 5 2008
QUALITY
Major Permits Processin Coordinator ° ' MIR
g w?ruwas AND WATER ar?R aRarrcH
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bray Island, LLC
Project Location: 155 Courtney Lane, Moyock, Currituck County
Proposed Project: Boat ramp, 3-lift boathouse, 2 finger piers, breakwater
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 05/23/08 to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact Ron Renaldi at [phone],
ext. 238. When appropriate, in-depth comments with supporting data are 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: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bray Island LLC, Fishing & Hunting Club
2. LOCATION OF PROJECT SITE: 155 Courtney Lane off Tice Road (SR 1240) in
Currituck County adjacent to the Currituck Sound.
Photo Index -
2006:195-7045 (0 6) 2000: 195-2353 (J 18) 1995:194-2056 (N 17-18)
1989: 132-36 (N 15) 1984:128-665 (111) 1978: 133-1481 (E 6)
State Plane Coordinates - X: 2871080 Y: 1011619
Rover File: R04081 OA Quadrangle: Currituck, NC U.R.
3. INVESTIGATION TYPE: CAMA / Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 8, 2008
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received Complete - April 29, 2008
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES EW PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - On-site septic and leach lines
Planned - N/A
(F) Type of Structures: Existing - Single-family home, garage, driveway,
gravel path, skiff ramp, pier, platform,
boat davit, bulkhead, mooring pilings
Planned - Boat ramp, water-ward ramp sidewalls, 3
lift boathouse, 2 finger piers, breakwater,
boat ramp approach
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DISTURBED FILLED OTHER
(A) Uplands 1484 sf
driveway
(B) Estuarine Shoreline AEC Uplands 976 sf
(C) Open Water EW, PTA AEC's 300 sf 858 sf shaded
boat ramp 4851 sf enclosed
(D) Total Area Disturbed: 2760 sf (0.063 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Bray Island LLC Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to remove existing boat davit, skiff
ramp, platform and mooring pilings, and to construct a boat ramp with an approach
and sidewalls extending water-ward, add a three-lift boathouse with two finger piers
and a breakwater.
Proiect Settin
The site of the proposed development is a 21-acre tract with 209 feet of shoreline located at
155 Courtney Lane in Moyock, Currituck County adjacent to the Currituck Sound.
Approximately 1/2 of the tract is a managed pine forest, while the other 1/2 is utilized in active
agriculture. Loblolly pines border the developed area and vegetation within consists of native
lawn grasses. Man-made features in this area include a single-family dwelling with
accompanying gravel driveway and detached garage. The garage has a concrete slab
extending to the east, upon which is a dog kennel. To the northeast of the garage exists a
storage shed. A gravel pathway with lighting structures extends from the house to the
bulkheaded shoreline. A small radial-arm boat davit, with a concrete foundation is located just
landward of the bulkhead, to the south of the pier. Approximate elevation of the property is 4 ft
above normal water level (NWL). Review of available information suggests that there are no
archeological sites within the property.
The shoreline of the applicant's lot abuts the Currituck Sound and runs generally in a north-
south direction. No wetlands were observed on the site. Existing development within the
adjoining Public Trust and Estuarine Waters Areas of Environmental Concern (AEC) includes a
6 ft wide by 33.5 ft long pier ending in a 16 ft x 15 ft platform. Other development is limited to
the bulkhead along the shoreline, 6 associated mooring pilings surrounding the platform, and a
wooden skid skiff launch. Water depth along the bulkhead is approximately 3.5 ft below NWL.
Water depths increase gradually proceeding to the east, reaching approximately 4.5 ft below
NWL at a distance of 90 ft offshore.
The lot to the north of the applicant's is partially cleared and has approximately 147 ft of
bulkheaded shoreline. The lot to the south is undeveloped and has approximately 400 ft of
shoreline, 150 ft of which is bulkheaded. Both of these lots have no water-dependent
structures.
The waters of the Currituck Sound along this area are approximately 2.5 miles across, and are
classified by the NC Division of Water Quality as SC waters. The NC Wildlife Resources
Commission and NC Marine Fisheries Commission also classify these waters as joint fishing
waters. Although no submerged aquatic vegetation was observed, water milfoil and widgeon
grass are generally present in the Currituck Sound. These waters of the Currituck Sound are
outside any primary or secondary nursery areas. However, an Inland Primary Nursery Area
exists approximately 3400 feet to the north, the Tull Creek and Bay Primary Nursery Area.
These waters of the Currituck Sound are listed by the Shellfish Sanitation Commission as
closed to shellfish harvesting.
Bray Island LLC Field Investigation Report
Page 3
Development Proposal
In order to gain water access, the applicant proposes to construct a concrete boat ramp
adjacent to and south of the existing pier, and will extend 20 ft waterward of NWL at the
existing bulkhead. It will be 15 ft wide and extend 20 ft landward of the existing bulkhead,
where it will join a 10 ft wide accessway to be constructed of gravel or concrete, connecting
the boat ramp to the existing driveway. Bulkhead return walls of 12 ft will be constructed on
both sides of the boat ramp extending landward. Bulkhead sidewalls would be constructed
on both sides of the ramp extending waterward, 20 ft on the north side and 24 ft on the
south side where it will connect to a proposed breakwater structure.
The proposed boathouse will measure 31 ft x 18 ft to the dripline, covering three boatlifts, each
measuring 7 ft x 16 ft, and two 16 ft x 3 ft 9 in finger piers which will extend on both sides of the
middle boatlift. A total of 21 pilings will be driven to support walkways, boathouse and boatlift
equipment. The waterward extent of the boathouse will extend 61 ft 6 in beyond NWL (11 ft
beyond existing pier). The boathouse will have sidewalls on the south, east and west sides,
extending 'h the distance from roof to NWL. A boathouse of this size is needed to launch and
store the applicant's three hunting and fishing vessels during open seasons. These vessels
average 16 ft in length and are considered run-abouts. Applicants would also like the possibility
of charging for the mooring of vessels in the three boatlifts during times of non-use.
The proposed breakwater structure will enclose the boat ramp and boathouse area. A two
section breakwater structure will extend from the corner of the existing bulkhead, starting 15 ft
south of the north riparian line, with the first section running to the southeast for 57.5 ft, and the
second section running nearly due south for another 24 ft. A four section breakwater structure
will extend from the eastern shore of the southern boat ramp sidewall bulkhead, with the first
section of 9.5 ft running in a southeast direction, the second section of 24 ft will extend to the
east, the third section of 24 ft will extend to the north, leaving an opening of 15 ft between the
two breakwater components. The 163 ft breakwater will be supported by 22 vertical pilings on 8
ft centers, with 21 of the pilings provided with lateral support through the use of batter pilings on
the landward side of the breakwater.
In addition, the applicant proposes the following demolition:
1. Removal of the wooden skiff launch.
2. Removal of a 16 ft x 9 ft section of the existing platform to bring the pier width down
to 6 ft.
3. Removal of 6 mooring pilings located on the three sides of the existing platform.
4. Removal of the radial boat davit, along with its concrete foundation.
Anticipated Impacts
An addition of 976 square feet of impervious surfaces will be added to the 75 ft Estuarine
Shoreline AEC. The proposed development would bring the total impervious surface coverage
within the AEC to 11.7%.
Bray Island LLC Field Investigation Report
Page 4
The proposed boat ramp will require the excavation of 16.3 cubic yards within the 75 foot
Estuarine Shoreline AEC to create a proper slope. Excavated material will be removed from
site.
The proposed boat ramp will encompass a 300 square foot area within the Estuarine Waters
(EW) and Public Trust Area (PTA) AEC's and require 23.1 cubic yards of upland fill below
NWL. A temporary wall will be constructed at the end of the ramp to control turbidity during
construction.
Total land disturbance on this lot associated with the proposed development is 2460 square
feet, which includes the sum of the boat ramp access that lies within previously existing
impervious area, plus the remainder of the boat ramp access that lies outside the AEC.
The existing pier shades approximately 300 square feet and the proposed 3 lift boathouse with
two finger piers will shade an additional 558 square feet totaling 858 square feet of shading in
the EW and PTA AEC's.
The proposed breakwater will enclose 4851 square feet of EW and PTA AEC's.
A temporary increase in water turbidity during construction will occur.
The Currituck Sound at the development site is approximately 2.5 miles wide. The proposed
breakwater will extend approximately 90 ft waterward of NWL; no navigational impacts are
anticipated.
Coastal Wetlands and Submerged Aquatic Vegetation were not observed during site visit.
Submitted by: Ron Renaldi
Date: April 30, 2008
MAJOR PERMIT FEE MATRIX
Applicant: Bray Island, LLC
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (2430016024351000952341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
Ill. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
F] development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water
® Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a uatic life:
III(D). If General Water
E] Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
F] involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
• e5
S.A.M.P.S.O.N. and Company
e? Marine Construction And Environmental Consulting Services
Y 125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA
Tel: [phone] - Fax: [phone]
isampsonmarine.com www.sampsonmarine.com
RECEIVED
APK 18
PROJECT NARRATIVE
APPLICANT: Bray Island, LLC
PROJECT: Bray Island, LLC Waterfront Development Project
LOCATION: Currituck County, North Carolina; 155 Courtney Lane, Moyock, NC
From Elizabeth City, proceed east on US Hwy 158; after crossing draw
bridge leaving Elizabeth City, proceed 5.4 miles to Belcross, and the
intersection NC Hwy 34. Take left at the "Y" going north on NC Hwy 34.
Continue on NC Hwy 34 for another 8.8 miles to the intersection with NC
Hwy 168 in Sligo. Turn right on NC 168 and proceed to east for 2.8 miles
and the intersection of Tulls Creek Road. Turn to the left and proceed north
for 3.1 miles to the intersection of Launch Landing Road. Turn to the Right
and proceed to the northeast for 0.1 miles to the intersection of Tice Road.
Turn to the right and proceed to the east for 0.5 miles to the intersection of
Courtney Lane. Proceed straight on Courtney Lane at the point where Tice
Road bends to the left. In approximately 0.1 miles Courtney Lane will bend
to the right; continue for another approximately 0.1 miles to a driveway on
the left at 155 Courtney Lane. This is the development site.
SITE: This property consists of a 21 acre tract with only 209 feet of shoreline on
the Currituck Sound. Approximately '/2 of the tract is a managed pine
forest, while the other %2 is utilized in active agriculture. For approximately
700 feet along the shoreline to the north of this lot, there exist 4 lots of
approximately 200' in depth, all with residential structures on them with the
exception of the lot immediately to the north. The lot to the south has
approximately 400 feet of shoreline and 1300 feet of depth, and is
undeveloped, with approximately 50% in managed forest and the
remainder utilized in active agriculture. The next lot to the south, of
approximately the same size has a residential structure and landscaped yard
near the water, with approximately 90% of the remaining area in managed
forest, and the other 10% in active agriculture.
Farther to the north and south there exist large agricultural and forested
tracts interspersed with large residential tracts along the Currituck Sound.
This tract, and the various agricultural, silvacultural and residential lots to
the north and south abut the Estuarine and Public Trust waters of the State
of North Carolina, directly along the Currituck Sound.
The 4 residential lots to the north of this tract have bulkheads, and the 3
farthest to the north have docks and/or boat houses. The undeveloped lot
immediately to the south has approximately 1 /3 of its shoreline bulkheaded,
up to the point where 404 wetlands are encountered. Additional bulkheaded
shoreline is not encountered as you proceed to the south for approximately
another 2000 feet. Erosion is minimal along the Currituck Sound in the
vicinity of the Bray Island tract where the abutting lots have been
bulkheaded, but some erosion is noticeable where the high ground
somewhat subsides immediately landward of the bulkheads.
Both the lot to the north, and to the south, have no water-dependent
structures other than a bulkhead. Piers along the same shoreline consist of a
64 ft pier, 280 ft to the north, and a 220 ft pier, approximately 1600 feet to
the south.
No wetlands exist on the Bray Island tract. No submerged aquatic
vegetation (SAV) was observed in the waters along this area.
Wastewater treatment on developed residential lots is by use of septic
systems with leach fields. Potable water is available through Currituck
County water mains.
Existing development on the applicant's lot consists of a residential
structure with accompanying gravel driveway and detached garage. The
garage has a concrete slab extending to the east, upon which is a dog
kennel/run. To the northeast of the garage exists a small storage shed. A
gravel pathway extends from the house down to the bulkheaded shoreline;
along the gravel path, and driveway, lighting structures exist with buried
electric supply, including an electrical junction box. A small radial-arm
boat davit, with a concrete foundation is located just landward of the
bulkhead, to the south of the pier.
Existing development within the adjoining Public Trust and Estuarine
Water Areas of Environmental Concern includes a 6 ft wide by
approximately 50 ft pier, with the end consisting of a 16 ft x 15 ft platform.
Other development is limited to the bulkhead along the shoreline, 6
associated mooring pilings surrounding the platform, and a wooden skid
skiff launch.
The shoreline of applicant's lot abuts the Currituck Sound, which runs in a
generally north-south direction in this location. This is a high energy
shoreline in this area when subjected to northeast winds. Water depth along
the bulkhead is approximately 3.5 feet below Normal Water Level (NWL).
Water depths increase gradually proceeding to the east, reaching
approximately 4.5 feet below NWL at a distance of 90 feet offshore.
Waters along this stretch of shoreline appear to deepen uniformly when
proceeding east into the Sound, and for the purposes of determining the
Y?
Page 2 of 6
direction of the riparian lines, the line of deep water is considered to run
parallel to the shoreline.
The waters of the Currituck Sound along this area are approximately 2.5
miles across, and are classified by the NC Division of Water Quality as SC
waters. These waters of Currituck Sound are outside any primary or
secondary nursery areas. However, an Inland Primary Nursery Area exists
approximately 3400 feet to the north, the Tull Creek and Bay Primary
Nursery Area. These waters of Currituck Sound are listed by the Shellfish
Sanitation Commission as closed to shellfish harvesting.
PROPOSED
DEVELOPMENT At present, the applicants' utilization of this site during the hunting and
fishing seasons is often limited, or complicated, by the severity of the wave
energy and the difficulty and safety hazards that this presents for loading,
launching, landing, storage and retrieval of the three relatively small
vessels needed for the hunting and fishing efforts. For private use, the
applicants propose to improve the utility of this site through the
development of a boatramp to facilitate the launching and retrieval of their
boats, along with three boathouse-enclosed boatlifts for the temporary
storage of these boats, and a protective breakwater to facilitate the
launching and lifting of these boats, and the embarking and debarking from
these boats with safety. The Applicant also proposes to build, totally within
the drip line of the boathouse, two narrow walkways on both sides of the
middle boatlift.
The proposed concrete boatramp, is to be located adjacent and to the south
of the existing pier, and will extend 20 ft beyond the NWL at the existing
bulkhead; it will be 15 ft in width, and extend another 20 ft landward of the
existing bulkhead, where it will join a 10 ft wide accessway to be
constructed of gravel or concrete, connecting the boatramp to the existing
driveway. Bulkhead return walls of 12 ft will be constructed on both sides
of the boatramp extending landward. Bulkhead sidewalls to the boatramp
will be constructed on both sides of the boatramp extending into the water,
20 ft on the north side of the boatramp, and 24 ft on the south side where it
will connect to the breakwater structure. This will require 16.3 cubic yards
of upland excavation, and 23.1 cubic yards of underwater fill.
The proposed boat house will measure 31 ft x 18 ft to the dripline, covering
three boatlifts, each measuring 7 ft x 16 ft; the two walkways/finger piers
would be 16 ft x 3 ft 9 in, and will extend on both sides of the middle
boatlift; a total of 21 pilings will be driven to support walkways, boathouse
and boatlift equipment. The waterward extent of the boat house will extend
61 ft 6 in beyond NWL, which would be 11 ft beyond the existing pier. The
boathouse will have sidewalls on the south, east and west sides, extending
1/2 the distance from the top plate to the NWL.
Page 3 of 6
The proposed breakwater structure will enclose the boatramp and boat
house area. A two section breakwater structure will extend from the corner
of the existing bulkhead, starting 15 ft south of the north riparian line, with
the first section running to the southeast for 57.5 ft, and the second section
running nearly due south for another 24 ft. A four section structure will
extend from the eastern extreme of the southern boatramp sidewall
bulkhead, with the first section of 9.5 ft running in a southeast direction,
the second section of 24 ft will extend to the east, the third section of 24 ft
will extend to the northeast, and the fourth section of 24 ft will extend to
the north, leaving an opening of 15 ft between the two breakwater
components. The 163' breakwater will be supported by 22 vertical pilings
on 8 ft centers, with 21 of the pilings provided with lateral support through
the use of batter pilings on the landward side of the breakwater.
Impervious surfaces within the 75 ft Estuarine Shoreline Area of
Environmental Concern (AEC) consist of the gravel pathway, the electrical
junction box, the lights, and the concrete boat davit. Total impervious area
equals 490 square feet. This represents 3.9% of the 12,447 square feet of
this AEC.
Additional impervious surface within the Estuarine Shoreline AEC results
from the boatramp (308 sq ft), and the boatramp access (668 sq ft), for a
total additional 976 square feet. The proposed removal of 7.5 sq ft of
impervious surface (existing boat davit foundation) along with additions
from the proposed development, would bring the impervious surface
coverage within the Estuarine Shoreline AEC to 11.7%.
Total land disturbance on this lot associated with the proposed
development is 2460 square feet, which within the Estuarine Shoreline
AEC includes the boatramp access, some of which lies within previously
existing impervious area, plus the remainder of the boat-amp access that
lies outside of this AEC.
To facilitate the proposed construction, Applicants propose the following
demolition:
1. The removal of the wooden skid skiff launch, which is currently
located just to the north of the existing pier at the bulkhead.
2. The removal of a 16 ft by 9 ft section of the existing platform to
bring the pier width down to 6 ft from shoreline to waterward
extreme.
3. The removal of the 6 mooring pilings located on the three sides of
the existing platform.
4. The removal of the radial boat davit, along with its concrete
foundation.
Applicants would also like the possibility of charging for the mooring of
vessels, other than their own, in the three boatlifts inside the boathouse,
Page 4 of 6
AVOIDANCE AND
MIMIMIZATION Applicants seek to improve the usability of their waterfront property. The
small boats needed for duck hunting in this region are susceptible to
extreme buffeting by wind and waves on this high-energy shoreline during
the winter weather of the hunting season. They seek to improve this
usability of their property while still avoiding and minimizing impacts
within the public trust waters to as great an extent as possible.
For this reason, they have chosen to locate the protected launching and
recovery basin for their boats to the northern extent of their shorefront,
leaving only minimal room to maneuver their boats into and out of the
boathouse. This also minimizes the extent of the breakwater that protrudes
out into the Currituck Sound. The amount of water enclosed within the
breakwater is further minimized by terminating the breakwater
immediately adjacent to the southern part of the boat ramp, rather than
seeking to enclose the entire length of their shoreline. The amount of water
enclosed within the breakwater is further minimized by designing the
southern portion of the breakwater in 4 sections, leaving only the minimal
area necessary for a boat launched at the boat ramp to transit within the
breakwater to the boathouse.
Impediments to the transit of fish are minimized by not extending
breakwater sheetpiles all the way to the existing bulkhead, and by keeping
every other sheetpile off of the bottom, extending only 1' below normal
water level.
The above measures to address the transit of fish also minimize water
circulation and water quality impacts. Water quality and circulation
impacts are further minimized by drilling the full-length sheetpiles with
circular, 2" diameter holes, from a distance of P below normal water level
to the point where the sheet pile encounters the bottom. The number, size
and spacing of these holes has been designed to give an open area
equivalent to a 1" lateral gap for every linear foot of breakwater. This
design was adopted in order to retain the strength in the vinyl sheetpiles,
which would be unnecessarily weakened by a rectangular 1" gap every 12
inches.
As designed, with every other sheetpile not extending to the bottom, and
with the drilled circular holes, this breakwater provides 6.3 inches of
opening per linear foot of breakwater. The only standard for circulation
published by the Coastal Resources Commission is found in their rules for
marsh-enhancing breakwaters, and this requirement is only a 1" lateral
opening for every linear foot of breakwater. Those same rules require a 5'
gap between overlapping sections of breakwater, which must occur every
100 feet. The design of the Applicants' breakwater with gaps on either end,
and with the navigable opening between the northern and southern sections,
provides over 10' of gap per 100 feet of breakwater.
Page 5 of 6
Further impacts to the public trust waters are avoided by removing existing
platform, wooden skid skiff launch and mooring pilings. Additional
minimization is achieved by locating the boathouse as close to the shoreline
as possible, while still being able to launch and retrieve their boats at
seasonally low water levels during wind events.
Page 6 of 6
RECENED
NO DENR?
NIVED
C D
for t4??r ???F t , li ??
APPLICUION FjlzcabeSi
Mayor Development Permit rs ?$.
(last revised 12127/06) s li''.c. srr
0 8 0 7 7 8 North Carolina DIVISION OF COASTAL MANAGEMENT
I. ` Primary Applicant/ Landowner Information
Business Name
Bray Island, Llc Project Name (if applicable)
Waterfront Development Project
Applicant 1: First Name
Anthony MI
J Last Name
Offutt
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
8321 Old Courthouse Road PO Box City
Vienna State
VA
ZIP
22182 3817 Country
USA Phone No.
703 - 356 - 6900 ext. FAX No.
703 - 356 - 5941
Street Address (if different from above) City State ZIP
Email
2. Agent/ContractorInformation
'
Business Name
Sampson And Company, Inc.
Agent/ Contractor 1: First Name MI Last Name
Theodore J Sampson
Agent/ Contractor 2: First Name MI Last Name
Jeremy W Sampson
Mailing Address PO Box City State
125 Hunters Trail West Elizabeth City NC
ZIP Phone No. 1 Phone No. 2
27909 252 - 331 - 244 7 ext. 252 - 339 - 6949 ext.
FAX No. Contractor #
866 793 4261
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
252-808-2808 -. 1-660-4RCOAST ., www.nccoastaimanagement.net
RECE D
Form DCM MP-1 (Page 2 of* NC OUT, APPLICATION for
Major Development Permit

3. Project Location
County (can be multiple) Street Address State Rd. #
Currituck 155 Courtney Lane N/A
Subdivision Name City State Zip
N/A Moyock NC 27958-
Phone No. Lot No.(s) (If many, attach additional page with list)
- ext. 5A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Currituck Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Currituck Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Currituck County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
208'11" 919116
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Single lot, nearly rectangular, rougly 800' wide and 1000' NW L (normal water level)
deep, with additional 200' by 200' portion extending to the 4 feet ?NHW or ®NWL
water at the southeast corner, ,
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Yard in front and back of existing house is in grass extending from Courtney Lane down to bulkhead; managed pine forest
covers approximately 1 /2 of the remainder of the tract, while the other 1 /2 is in rotating farm crops.
f. Man-made features and uses now on tract
Residential structure exists with accompanying gravel driveway and detached garage. Garage has a concrete slab
extending to the east, upon which is a dog kennel/run. To the northeast of the garage exists a small storage shed. A gravel
pathway extends from the house down to the bulkheaded shoreline; along the gravel path and driveway lighting structures
exist with buried electric supply, including an electrical junction box. A pier and platform structure exists with 6 associated
mooring pilings, along with a wooden skid skiff launch; a radial boat davit mounted in a concrete foundation exists along the
shore, as well as a shoreside light for the pier.
g. Identify and describe the existing land uses adoacent to the proposed project site.
The approximately 700 feet of shoreline to the north of this lot is divided into 4 lots of approximately 200' in depth, all with
residential structures on them with the exception of the lot immediately to the north. The lot to the south of approximately
400 feet of shoreline and 1300 feet of depth is undeveloped, with approximately 50% in managed forest and the remainder
utilized in active agriculture. The next lot to the south, of approximately the same size has a residential structure and
landscaped yard near the water, with approximately 90% of the remaining area in managed forest, and the other 10% in
active agriculture.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R (Low Density Basic Residential) (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ?No ®NA
If yes, by whom?
252-808-2808 .. 1-858-4RCOAST .. wwaw.nccoastatmanagernent.net
t
<Form continues on next oaae>
m. (1) Are there wetlands on the site? ?Yes ®No
(ii) Are there coastal wetlands on the site? 0Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On-site septic tank and leach lines.
o. Describe existing drinking water supply source.
County water.
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commerciai ?PubliclGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project is to provide a means to launch, recover, and protect 3 hunting/fishing vessels from the weather and the waves of
Currituck Sound. At present the facilities are intended to be used on an occasional basis for recreation, including hunting and
fishing operations.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Pilings will be hydraulically driven by an excavator with vibratory hammer, operating from the shore, and from the shallow
water bottom, or alternatively from a construction barge; sheet piles for breakwater and bulkhead sections will be similarly
driven; erecting lifts and constructing boathouse will be effected using hand and power tools and utilizing a pontoon
supported working platform; boat ramp will be constructed out of concrete, poured on site, with suitable precautions to
prevent contact of fresh concrete with the open waters of the Sound. Boatramp approach will be constructed utilizing dump
trucks and mechanized leveling equipment if gravel, or through construction of forms and poured concrete on site.
Demolition of existing boat davit, skif launch skid, existing mooring pilings and existing platform will be accomplished with
hand and power tools and mechanized equipment.
d. List all development activities you propose.
Construct three boatlifts of 7x 19, and a 31'x 18' boathouse over the three lifts, with two 37 finger piertwalkways between
the lifts. Construct a 15' wide boatramp that extends 20' beyond current NWL into the water, and another 20' up onto the
existing shoreline, with a 10' wide gravel or concrete access connecting the ramp to the existing driveway. Construct 163' of
vinyl sheetpile breakwater, 44' of bulkhead along sides of boatramp, and 2 bulkhead return walls, each of 12'.
e. Are the proposed activities maintenance of an existing project, new work, or both? new work, but will utilize existing pier
as access to boathouse
f. What is the approximate total disturbed land area resulting from the proposed project? 2460 ®Sq.Ft or OAcres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No additional proposed discharges to waters of the state; existing discharges are limited to surface runoff.
Form DCM MP-1 (Page 3 off
NC DEN,

APPLICATION for
Major Development Permit
I. Is the proposed project located in a National Registered Historic District or doe °j ie a 0Yes ?No ®NA
National Register listed or eligible property?
252.808 28,O'S .? d-B88-4R d.W 0 1M'5T n €xt vv w. c'v: cot:: si'ta I nv n rag a nae.?k 4 a3?°3t
Form DCM MP-1 (Page 4 of%
RECEIVED
Nil? DRIP
APPLICATION for
Major Development Permit
i. Will wastewater or stormwater be discharged into a wetland? I t'
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information ` -
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. tt9r1 s (aJ - (f) are always applicable to any major development application. ' Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name. Roger J. and Jessica S. Tice Phone No. 252 232 2526
Address 181 Courtney Lane, Moyock, NC 27958
Name Cassell D. Basnight Phone No. 757 548 0926
Address 213 Scarlett Drive, Chesapeake, VA 23322
Name; ---- Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
GP-A8175 issued to Courtney Tice on 05/09/1991 GP-A8282 issued to Courtney Tice on 08/21/1991
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project. RECE"
I further certify that the information provided in this application is truthful to the best of my knowledge. IVC DENR
Date February 20, 2008 Print Name Ted Sampson (agent) for Anthony J_-Offutt (Managing Partner)
Signature i? I
NT

252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
RECE CD FCEND
NC DE*JR NC DENR
Form DCM MP-2
t
EXCAVATION and FILL
(Except for bridges and culverts)
Elizabal' ?1_1?'z? 1'. it
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length NA NA NA 20 NA NA NA
Width 15
Avg. Existing
3.6
NA
NA
Depth
Final Project 3.75 NA NA
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. NA
NA
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 16.3
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
Prepare proper slope for the boatramp from NWL at the existing
bulkhead back to existing ground level.
12. DISPOSAL OF EXCAVATED MATERIAL " ?rnis section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Offsite 2 acres
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ?Yes ?No ONA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e, (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ®No ?NA
or other wetlands (WL)? If any boxes are checked, provide the
how much water area is affected?
(ii) If yes
number of square feet affected
. ,
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
Stockpile resources
262-808-2808 :. 1.888-4RCOAST :: www.nccoastai_rna?ac?ernemt.s?©t revised: 12!26,'06
Form DC M MP-2 (Excavation and Fill, Page 2 of,.))
3. SHORELINE STABILIZATION This section not applicable
(if development is a wood groin; use MP-4 Structures).
a. I ypu ul wlu1CIIIIF! SiaulliZallon:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NW L:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
I. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
RECEMD RECEI` P
irnc ,I r; NUVENP

Elizabo ` i U f
4. OTHER FILL' ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
a. pi wm nu material be brought to the site? MYes UNo ?NA
If yes,
(ii) Amount of material to be placed in the water 23.1 cu yds
(iii) Dimensions of fill area 20'x 15'
(iv) Purpose of fill
Establish slope for boatramp from NWL at bulkhead to
waterward extent of boatramp.
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the fill in these areas:
NA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Excavated uplands will be loaded directly into dump truck. Fill into On land work: excavator, bobcat, dump truck
water for boatramp will be placed between permanent boatramp In water work: low pressure wide-track excavator, or barge
sheetpile sidewall and temporary sheetpile endwall. mounted excavator
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented.
d. (1) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
February 20, 2008
Date
Bray Island, LLC Waterfront Development Project
Project Name
Ted `Sampson, (agent) for Anthony J. Offutt (Managing Partner)
Applicant Namer
Applicai}t'W(tatu re
r'
252-808-2808;: 1.888-4RCOAST :: www.nccoastalmanagement.net revised. 12i28106
RECEM
NC 0?mr
Form DCM MP-3
i
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
`7 2
?ji?C?7f??
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1 boatramp accessway, and boatramp
c. Density (give the number of residential units and the units per
acre),
one residential unit; 1 unit per 21 acres (0.05 units/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.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ?No UNA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2460 sq. ft.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for Impervious surfaces.
concrete for boatramp; concrete and/or gravel for boatramp
accessway
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-uporl surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
11.7%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Tract is currently covered by 3.61% impervious surface
(primarily gravel roads); additional impervious surface
from this proposed development will bring this to 3.88%.
j. Describe proposed method of sewage disposal.
Onsite septic tank and leach field
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
no proposed discharges; surface runoff only as before,
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ?No UNA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ONo ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No UNA
If yes, attach appropriate documentation.
252-608.28082 talinaa@J-?,
Form C P- (Upland Development, Pegs 2 of 2;
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing county water supply.
n. (i) Will water be impounded? []Yes [@No []NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
10/26/2001 platted; 10/29/2001 recorded.
April 1, 2008
Date
Bray Island, LLC Waterfront Development Project
Project Name
Ted Sampson (agent) for Anthony J. Offutt (Managing Partner)
Applicant Name -
Ap ignatur
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes []No ®NA
RECEM
NC DENT

,mom
Elizabe'fi
RECE(m)
NC D;EtvQ
n
2 s2-808-2886 :. 1-888-4RCOA.S T .: _rr t a . ? ? st ors a?ae. a;? d_rs ? re%,isee. •12126%06
RECE D
NC DVTT '
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCK/NG FACIUMMARINA CHARACTERISTICS []This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
SCommercial ?PubliclGovemment []Private/Community []Yes SNo
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(1v) Width
(v) Floating []Yes []No
e. (i) Are Platforms included? ?Yes SNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. () Number of slips proposed
3
(ii) Number of slips existing
2
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water, dredging for basin and/or channel
[]Open water; no dredging required
SOther,, please describe:
Slips behind protective breakwater: no dredging required.
d. (1) Are Finger Piers included? SYes []No
If yes:
(ii) Number 2 beneath Boathouse
(iii) Length 16 ft.
(iv) Width ft. 9 in.
(v) Floating []Yes SNo
f. (1) Are Boatlifts included? SYes []No
If yes:
(ii) Number 3 single (under boathouse)
(ii) Length 16 .
.
(iv) Width 77 ft.
h. Check all the types of services to be provided.
[] Full service, including travel lift and/or rail, repair or
maintenance service
[] Dockage, fuel, and marine supplies
t@ Dockage ("wet slips") only, number of slips: 3
? Dry storage; number of boats:
S Boat ramp(s); number of boat ramps: 1
S Other, please describe:
Boat ramp approach
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
k. Typical boat length: 16 ft. I. (1) Will the facility be open to the general public?
?Yes SNo
m. (i) Will the facility have tie pilings?
?Yes SNo
(ii) if yes number of tie pilings?
252-808.2608 ,. " - ?C £3 ?3 x?a+ l c rs ?. ark r 6 fi?,c3 r d? ?aa s ? € ! '1
Form M - (Structures, Page 2 o "_h
2. DOCKING FACILITYIMARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets RECEMD
? Toilets for patrons; Number: : Location: NA RUC DEi !P,
? Showers
? Boatholding tank pumpout; Give type and location: NA
r. A? I_ ? T?A.•.A
b. Describe treatment type and disposal location for all sanitary wastewater. Eiizabe-l`
No discharges allowed.
c. Describe the disposal of solid waste, fish offal and trash.
No discharges allowed; owners must carry off for deposit in appropriate landfill.
d. How will overboard discharge of sewage from boats be controlled?
No discharges allowed; signs will be posted along waterfront if slips rented to vessel owners other than Applicant.
e. (1) Give the location and number of "No Sewage Discharge' signs proposed.
Two; attached to outboard pilings of boathouse.
(ii) Give the location and number of "Pumpout Available' signs proposed.
None
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No vessel maintenance activities allowed for vessel owners other than Applicant; Applicant will take measures during own
maintenance to prevent discharges to the water, and collect other wastes and pollutants for proper disposal in landfills or
hazardous waste disposal sites as needed.
g. Where will residue from vessel maintenance be disposed of?
Appropriate shoreside landfill.
h. Give the number of channel markers and 'No Wake" signs proposed. 0-
L Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No facilities to be provided.
j. What will be the marina policy on overnight and live-aboard dockage?
Not a marina, but no overnight, Ilve-aboard dockage will be allowed.
k. Describe design measures that promote boat basin flushing?
Full-length sheets of vinyl sheetpile breakwater will have center panels drilled with 2" diameter holes, from 1' above Normal
Water Level to water bottom, spaced in a pattern to achieve the equivalent of a 1 inch lateral opening for every linear foot of
breakwater. In addition, where the breakwater meets the existing bulkead, a 16 inch open gap will be maintained, with another
similar gap where the breakwater meets the new bulkhead at the southern side of the proposed boatramp. Additional flushing is
provided by terminating every other section of sheetpile (having no drilled holes) at a distance no more than 1 foot below the
normal water level.
252-808-.2808n 1-888.A.RCOASY :: r e t.ds s,ss?a ?a s%? c ta4 .: revised. 12127!OG
Farm DCM MP-4 (Structures, Page 3 of 16
NC DW7-1
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Not an expansion of any marina. r F- I ._ f _ 4,
1tNT
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) []This section not applicable
a. (1) Is the boathouse structure(s):
®Commercial []Public/Government ®Private/Community
(ii) Number 1
(iii) Length 31 ft.
(iv) Width 18 ft.
Note: Roofed areas are calculated from dripllne dimensions.
4. GROIN (e.g., wood, sheetp;le, etc. If a rock groin, use MP-2, Excavation, and Fill.) 0This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g.,, wood, sheetpile, etc.) []This section not applicable
a. Length 163 ft. b. Average distance from NHW, NWL, or wetlands
54 ft.
c. Maximum distance beyond NHW, NWL or wetlands
92 ft.
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial []Public/Government ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :. www.nccoastalmana9grngnt.net revised: 12i27106
Farm DC P-4 (Structures, Page 4 of*)
e. Arc of the swing
7. ' GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
54 ft from boathouse to northern riparian line; 77 ft from pier
to southern riparian line; 15 ft from breakwater to northern
riparian line; 56 ft from breakwater to southern riparian line

?. _,. lJ
,RECEMQ
MMIR

b. Proximity of structure(s) to adjacent docking facilities.
no docking facilities on adjacent lots; 280 ft to nearest dock
to north; 1600 ft to nearest dock to south
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
2.5 miles
d. Water depth at waterward end of structure at NLW or NWL
4'2" in at extreme of boathouse: 4'5" at extreme of
breakwater: 3'9" at extreme of boatramp
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER , 0This section not applicable`
a, Give complete description:
The boat house will measure 31'x 18' to the dripline, covering three boatlifts measuring 7'x 16'; two walkways/finger piers, 16'
x 3'9", will extend on both sides of the middle boatlift; a total of 21 pilings will be driven to support walkways, boathouse and
boatlift equipment. Extreme of boathouse will extend 61'6" beyond NWL (11' beyond existing pier). The boathouse will have
sidewalls on the south, east and west sides, extending 1/2 the distance from the top plate to the NWL.
The concrete boatramp, adjacent to the existing pier, will extend 20' beyond the NWL at the existing bulkhead; it will be 15' in
width, and extend another 20' landward of the existing bulkhead, where it will join a 10' wide accessway to be constructed of
gravel or concrete, connecting the boatramp to the existing driveway. Bulkhead return walls of 12' will be constructed on both
sides of the boatramp extending landward. Sheetpile sidewalls to the boatramp will be constructed on both sides of the
boatramp extending into the water, 20' on the north side of the boatramp, and 24' on the south side where it will connect to the
breakwater structure.
The breakwater structure will enclose the boatramp and boat house area. A two section structure will extend from the corner of
the existing bulkhead, 15' south of the riparian line, with the first section running to the southeast for 57.5', and the second
section running nearly due south for another 24'. A four section structure will extend from the eastern extreme of the southern
boatramp bulkhead, with the first section of 9.5' running in a southeast direction, the second section of 24' will extend to the
east, the third section of 24' will extend to the northeast, and the fourth section of 24' will extend to the north, leaving an
opening of 15' between the two breakwater components. The breakwater will be supported by 22 vertical pilings on 8' centers,
with 21 of the pilings provided with lateral support through the use of batter pilings on the landward side of the breakwater.
Ted Sampson (agent) for Anthony J. Offutt (Managing Partner)
February 20, 2008 Applicant Name r !?
Date -.-
Bray Island, LLC Waterfront Development Project Applicapt SigrlaYGre
Project° Name r?
252-808-2808:: 1-888.4RCOAST :: wvvw _nc aastalmana.gement.net revised: 12127106
VICINITY MAP FOR BRAY ISLAND, LLC; Page 1 of 2
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VICINITY MAP FOR BRAY ISLAND, LLC; Page 2 of 2
Ut) W= From Elizabeth City, proceed east on US Hwy 158; after crossing draw bridge leaving Elizabeth City, proceed 5.4 miles to
?? Belcross, and the intersection NC Hwy 34. Take left at the "Y" going north on NC Hwy 34. Continue on NC Hwy 34 for another
8.8 miles to the intersection with NC Hwy 168 in Sligo. Turn right on NC 168 and proceed to east for 2.8 miles and the intersection
J Of Tulls Creek Road. Turn to the left and proceed north for 3.1 miles to the intersection of Launch Landing Road. Turn to the
Right and proceed to the northeast for 0.1 miles to the intersection of Tice Road. Turn to the right and proceed to the east for
0.5 miles to the intersection of Courtney Lane. Proceed straight on Courtney Lane at the point where Tice Road bends to the left.
In approximately 0.1 miles Courtney Lane will bend to the right; continue for another approximately 0.1 miles to a driveway on
the left at 155 Courtney Lane. This is the development site.
Development Activity
155 Courtney Lane
land, LLC Parcel
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A PARCEL OF LAND ON TICE ROAD
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Tice Road
:::'S R1240 --------s?1
Property of Bray Island LLC 1
155 Courtney Lane, Moyock, NC I i ?l II
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S.A.M.P.S.O.N. and
Permit Applicant: Bray Island
Project: 3 Boat
Boat Ramp; Ove
Date Drawn:
Drawn
0 60 120 180 240
PM r-mw--i I 7:=
1 Inch = 120 Ft.
I ' I 1. '
I' I Property of Cassell D. B4snight
I I n____.w.? I
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15 Ft. Setback
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Riparian
Perty of Roger J. & Jessica S. Ticel wuo 1 ` Line
BRAY ISLAND, LLC
Waterfront Development Project
.
Overall View
Sheet 1 of 7 Rev. 0,12/06/07
r
?o
n C7
nn xisting Dog Kennel
nn
nn
nn Existing Concrete Slab
Existing Garage
Existing Driveways & Walkways
nn
nn
nn
nn
Existing
Light Existing House
0 10 20 30 60 90
I Inch = 30 Ft,
S.A.M.P.S.O.N. and Company
125 Hunters Trail West
Elizabeth City, NC 27909
Permit Applicant: Bray Island LLC
Project: 3 Boat Lifts; Boat House;
Boat Ramp; Overlapping Breakwater
Date Drawn: 6 December 2007
Drawn By: TS Scale: 1" = 30'
Property of Cassell 15. Basnight
Property
%
Line
Existing Waikway Light
I
I
1
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r4
I"
Property of Bray Island, LLC 1 :
155 Courtney Lane j CZ
Moyock, NC ,`?,
I
I?
IW
Iw
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Pier Decking
Platform Decking
Existing Gravel 0
Drive/Walkways
Existing Piling
Existing Light
i
Property

Existing I
Horses oe
/ Electrical
/ Junction Box
1 Existing Skiff
/ Ramp To Be
1 Removed
1
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1 W Existing
1 ¢'
Light
1
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1
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Property of Roger J. & Jessica S. Tice
Existing Development
Sheet 2 of 7 Rev. 0 12/06/07
BRAY ISLAND, LLC
Waterfront Development Project
Existing Line
Tel Pat 15 Ft. Setback , - - ,
5T-3"
49-3" `
33'-6"
r?
a b
,xisti g Pier
Existing Platform
(To Be Removed)
Existing Boat Davit
('Po Be Removed)
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To Be Removed)
ear ..
3
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Line
Notes;
1) Plat from William T. Robbins for Bray Island, LLC, dated
3 October 2001
2) No Wetlands exist on property.
3) Drawings are for permitting purposes only, not construction;
objects other than water-dependent structures are located
approximately.

CL
Z
Existing Garage
Property of Cassell D. Basnight j
n Existing Dog Kennel j
nn ",,Existing Concrete Slab Proposed ravel or Concrete
nn 0 0 ° o o Boat amp Approach
V. Existing Driveways & Walkways 0 0 0 "o,
0
nn
nn
nn
nn
nn
nn
Existing Light
N Existir

Property of Bray Island,
155 Courtney Lane
Moyock, NC
0 10 20 30 60 90
I Inch = 30 Ft.
S.A.M.P.S.O.N. and Company
125 Hunters Trail West
Elizabeth City, NC 27909
Permit Applicant: Bray Island LLC
Project: 3 Boat Lifts; Boat House;
Boat Ramp; Overlapping Breakwater
Date Drawn: 6 December 2007
Drawn By: TS Scale: V = 30'
C) \J
/ p°0°0°° ° 0°°0
o
000000
0
0000
Existing Light'
Proposed Breakwater .••••""•••
Concrete Boat Ramp 0
Gravel or Concrete o 0
Boat Ramp Access
Bulkhead/Return Wall - -
Pier Decking
Existing Gravel
DriveMalkways
Existing Light
Proposed Piling
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Existing Electrical
Junction Box
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Proposed
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1
Existing
Light

?tter Pi
Riparian
Line
15 Ft. Setback
S '.
Aroposed Boat
o House DripLine: Proposed ?••' bh 1
Cl) (31 x 18) Boat Lifts/Boat Slips (3
\ 31'-0"

9.. 7'
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b
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g Pier a bti ?.
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90'-3" 1P ?xi in
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ti ,Return Wall 20'.0" ?"..
& Boatramp 30`6"
9'1
NI Sides a 61
? 6'_6"
75'-10"
p .?C N
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Existing Boat
Davit (To Be
Line 'tomproperty of Roger J. &'Jessica S. Tice
Proposed Development
Sheet 3 of 7 Rev. 0 12/06107
BRAY ISLAND, LLC
Waterfront Development Project
Proposed Vinyl
Breakwater
2.6 Miles to Opposite Shoreline
0
b
Notes:
1) Plat from William T. Robbins for Bray Island, LLC, dated
3 October 2001.
2) No Wetlands exist on property.
3) Drawings are for permitting purposes only, not construction;
objects other than water-dependent structures are located
approximately.
Riparian
'- - '- Line - --?
i
Existing Existing Electrical '
i w Gravel Path Junction Box 15 Ft. Setback
^? = Batter Pile
Existing Proposed ?• •.
Light Boat Lifts/Boat Slips (3) /? '•..• 4' 5" NWL
Proposed Boat U •• ''•.
''•.
House DripLine: .•
(31'x 18') ?• '
1'-3" 311-0" v
??.
7'- "
31-911
Proposed
Concrete b 61-0" ti? ?'?•
Boat Ramp ^i
c 16'-0" r ;•
v v ? a
v' v v, v ?v e v
15'-0"
A v e i v ??
v :
D? •
Proposed •.. .•.•
Bulkhead ••'' 201-011
Return Wall
30'-6"
Sides
49'-9"
61'-6"
Existing Boat 75'-10"
Davit (To Be
Removed) 90'-3"
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OWED NC ®ENR
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a R
ENR
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w Proposed Vinyl
APR 18 20 Breakwater
Riparian
-Lme
Notes: Proposed Breakwater ••••••••••
(1) Plat from William T. Robbins for Concrete Boat Ramp '
Bray Island, LLC, dated
3 october 2001 Gravel or Concrete
(2) No wetlands exist on the property. Boat Ramp Access
S.A.M.P.S.O.N. and Company (3) Drawings are for permitting Bulkhead/Return Wall - -
purposes only, not construction;
125 Hunters Trail West objects other than water-dependent Pier Decking
Elizabeth City, NC 27909 structures are located approximately.
Existing Gravel
Permit Applicant: Bray Island LLC Drive/Walkways
Project: 3 Boat Lifts; Boat House; Proposed Development Existing Light ?-
Boat Ramp; Overlapping Breakwater Sheet 4 of 7 Rev. 0 12/06/07 Proposed Piling °
Date Drawn: 6 December ,2007, 0,:? BRAY ISLAND LLC
Drawn By: TS Scale:1 -15 Scale: 1" = 15' '
Waterfront Development Project
rsed
louse
al Wa
7w]
NW'.
est Pi
Botl
NWL
ast Pi
of Piling Depth
Be Determined
Soil Conditions
BOATHOUSE CROSS SECTIONS
Sheet 5 of 7 Rev, 0, 01/18/08
0 5 10 15
1?
Scale: l" = 5'
S.A.M.P.S.O.N. and Company
125 Hunters Trail West
Elizabeth Citv, NC 27909
Permit Applicant: Bray Island LLC
Project: 3 Boatlifts; Boat House;
Boat Ramp, Overlapping Breakwater
Date Drawn: 18 January 2008
Drawn By: TS Scale: 1" = 5'
Notes:
(1) These drawings are for permitting purposes only, and should
not be used for construction.
(2) Piling depths do not represent needed depths; piling depths
are to be determined on site by soil assessment and
conditions encountered during construction.
BRAY ISLAND LLC
Waterfront Development Project
End View (looking from East)
Not Representative of Piling Depth
Below Bottom: To Be Determined Side View (looking from South)
By Assessment of Soil Conditions
Typical BWkhead Typical Bres"atea
t? z sections Secaans

n
et.
Z

r^
00

C
V Z
cu

} Existing Bulkhead

At Shorq
Breakwater Full-Length e
Details
(Not To Scale)

Normal Water
0 4-0
_
oo • level (NWL)
I
cc
cI Lower Vertical Extent of Holes Total Area of Holes
?°; To Vary With Water Depth: Equivalent To 1" Gap
o (3'+ Depth of Water) Per Linear Foot Of
ft 0 (Drilled through S 5" at Max Depth) Breakwater
0
Vinyl Sheet Drilling
Pattern With 2lnch
•10 7/8 '9 Dia. Holes For Water
9 1/8a Circulation
71/4" 11/2"
0-11
I? 001.
1
0
.
1
P
1
i I 0 0 Y 11611
0
X00
3 1112"
I O ue LMECrMIOCn My MbLMIMIR
of Soil Conditions
BREAKWATER & BULKHEAD DETAILS
Sheet 6 of 7 Rev. 1, 03/28/08
0 5 10 15
Scale: l" = 5'
S.A.M.P.S.O.N. and Company
125 Hunters Trail West
Elizabeth City, NC 27909
Permit Applicant: Bray Island LLC
Project: 3 Boatlifts; Boat House;
Boat Ramp, Overlapping Breakwater
Date Drawn: 48 January 2008
Drawn By: TS Scale: l" = 5"
Notes:
(1) These drawings are for permitting purposes only, and should
not be used for construction.
(2) Piling depths do not represent needed depths; piling depths
are to be determined on site by soil assessment and
conditions encountered during construction.
I BRAY ISLAND ?rLLC

Z
LAJQ

µ L L
J
w

Sidewalls
BRAY ISLAND LLC
Waterfront Development Mject
Notes:
(1) These drawings are for permitting purposes only, and should
not be used for construction.
(2) Piling depths do not represent needed depths; piling depths
are to be determined on site by soil assessment and
conditions encountered during construction.
Boatramp Temporary
End Wall
20'-0"
Existing Ground Level
20'-0"
F4'-0"
S.A.M.P.S.O.N. and Company
125 Hunters Trail West
Elizabeth City, NC 27909
Permit Applicant: Bray Island LLC
Project: 3 Boatlifts; Boat House;
Boat Ramp, Overlapping Breakwater
Date Drawn: 18 January 2008
Drawn By: TS Scale: 1" = 5'
Area of Upland Excavation IIIII I I II I I II I I I N Normal Water Level
(16.3 cubic yards) 1 I II II II I I I -? ZNWL)
? Id ?IIII I I II Ii`II I II I
? ? ?? I I II I
I?II?II? i? ICI ??II? Bottom
II II I I I II I BOATRAMP DETAILS
d ? d11?ll?l II?IIII?? ?? 1?11?1 I?II?
I I I I Sheet 7 of 7 Rev. 0, 01/18/08
Area of Underwater Fill ( I
(23.1 cubic yards) ?I ?I II 11 II II I II II 11
III I i I I 0 5 10 15
I I I I I
Scale: l" = 5'
Existing
Shoreline