20070648 Ver 1_CAMA Application_20070411

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
April 10, 2007
0 7 0 6 4 8
MEMORANDUM:
TO: Cyndi Karoly ~-, x~~'~~~ ?~;'~ ~
Environmental Biological Supervisor ~~1~~'°--- M ,j`l~(
Division of Water Quality ~~ ~1,;~ ~ °~ ~
FROM: Doug Huggett cc `
Major Permits Processing Coordinator ;~~-~~"~'°`
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Basil Hooper
Project Location: Intersection of Harbor Road and O'Neal Lane in Avon, Dare County
Proposed Project: Bulkhead, mooring pilings, pier/dock, boat lift, single-family residence
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 05/01/07, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact John Cece at [phone]. 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 \ 10% Post Consumer Paper

~~
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Basil Hooper
2. LOCATION OF PROJECT SITE: At the northeast corner of Avon Harbor off the
Pamlico Sound, adjacent to the intersection of Harbor Road (SR 1224) and O'Neal Lane in
Avon, Dare County
Photo Index - 2006: 174-7860 (T3, T4) 2000: 174-2040 (E22)
1995: 174-1783 (C12) 1989: 5-202-5 (I5, I6)
1984: 144-397 (G14) 1978: 89-1346 (E20)
State Plane Coordinates - X: 3039809 Y: 600888
Rover File: C022812A USGS Map: Buxton (UR)
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Jan 4, 2007 / Feb 28, 2007
Was Applicant Present - Yes / No
5. PROCESSING PROCEDURE: Application Received Complete - March 8, 2007
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County, 2003 Update
Land Classification From LUP -Community (DCM Areas of Environmental Concern
are classified as Conservation)
(B) AEC(s) Involved: Estuarine Waters, Public Trust Area, Estuarine Shoreline, Coastal
Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Septic
Fish House
Single family residence while retaining Fish House
.2 feet
7 NARTTAT TIF.C(`RTPTTf)N• fARF.A crniare feet (4F11
Planned -
(F) Type of Structures: Existing -
Planned -
(G) Estimated Annual Rate of Erosion:
Source - Applicant
SHADED FILLED DISTURBED
(A) Estuarine Waters /
376
5 SF 392 SF None
Public Trust Area .
(B) Estuarine Shoreline /
Not applicable
1,354 SF
1,359 SF
Uplands
(C) Coastal Wetlands /
None 20 SF None
Estuarine Shoreline
(D) COE 404 Wetlands / None 776.2 SF None
Estuarine Shoreline

Field Investigation Report
Hooper - Avon, Dare County
Page 2
~ (E) Uplands ~ Not applicable ~ None ~ 1,137 SF ~
(F) Total Area Disturbed: 4,646 SF (.11 acres)
(G) Primary Nursery Area: No
(H) Water Classification: SA Shellfishing
Shellfishing Open: Pamlico Sound - yes Avon Harbor - no
8. PROJECT SUMMARY:
The applicant proposes to:
• Install 188 linear feet of bulkhead,
• Install 10 mooring pilings to create four 12-foot by 20-footboat slips,
• Replace an existing 7-foot by 45-foot dock,
• Remove two small existing piers,
• Install a new 20-foot by 3-foot pier,
• Install a 12-foot by 14-foot boatlift, and
• Construct a three bedroom single-family residence with gravel parking area and new
septic system.
Project Setting
The subject property is located on the southwest corner of the intersection of Harbor Road
(SR 1224) and O'Neal Lane in Avon, Dare County. The .29-acre parcel wraps around the
northeast corner of Avon Harbor, which is located on the western shore of Hatteras Island,
immediately adjacent to the Pamlico Sound.
Avon Harbor is "'~ "shaped and is connected to the Pamlico Sound by a 250-foot long and
150-foot wide channel that is situated in an east-west direction. The harbor's boat basin is
approximately 400 feet long and 150 feet wide, with the longer axis situated in a north-south
direction. The eastern shore of the basin contains two active and two inactive fish houses
and their associated docks and boat slips. The northern, southern, and western shores of the
basin contain boat slips utilized by small private and commercial fishing boats. Water depths
in Avon Harbor are approximately 6 feet.
The southern shore of Avon Harbor's entrance channel has been bulkheaded, but the
northern shore has not been hardened. Most of the eastern shore of the harbor's basin has
also been bulkheaded, but many sections of these structures have deteriorated and provide
little or no shoreline protection. The vacant lot located to the west of the subject property
has not had bulkhead or riprap installed.
The subject property is bordered by O'Neal Lane to the north, Avon Harbor to the south,
Harbor Road to the east, and an undeveloped lot to the west. The southeastern portion of the
parcel contains one of the inactive fish houses. The western edge of the fish house, which is
oriented in a north-south direction, extends 2 - 9 feet water ward of the normal water level
(NWL) in Avon Harbor. This edge of the fish house is equipped with the remnants of a 7-
foot wide dock that runs its entire 45-foot length. The remnants consist of the pilings once
used to support the dock, some very minimal framing, but none of the decking. No

~ Field Investigafion Report
Hooper - Avon, Dare County
~ Page 3
submerged aquatic vegetation (SAV) was observed under or near the dock area where water
depths are 4 - 6 feet.
The southern shoreline of the subject property contains 29 feet of deteriorating bulkhead.
The shoreline immediately southeast of the bulkhead contains an insignificant Coastal
Wetland fringe that is approximately 20 feet long and one foot wide. The Salt Meadow
Grass (Spartina patens) fringe is located landward of NWL and is usually buried under thick
mats of eel grass that are dislocated from the nearby Pamlico Sound and blown into the
northeast corner of the harbor during regular southwest winds.
The shoreline immediately west of the 29-foot section of bulkhead contains a larger more
significant area of Coastal Wetlands containing Salt Meadow Grass (Spartina patens),
Cordgrass (Spartina altinflora), and Black Needlerush (Juncus roemerianus). These areas of
Coastal Wetlands extend up into an approximately 5-foot wide strip of U.S. Army Corps of
Engineers Section 404 wetlands that wrap around the northeast corner of Avon Harbor.
One small pier (18 feet long by 3 feet wide) extends from the small section of bulkhead.
Another small freestanding remnant pier (14 feet long by 2 feet wide) is located just to the
east. No submerged aquatic vegetation (SAV) was observed near the piers where the water
depths range from one-foot deep at the bulkhead to five feet deep at the end of the pier.
The northern portion of the parcel is vegetated with mowed weeds, indigenous grasses, and
scattered Live Oaks (Quercus virginiana) and Wax Myrtle (Myrica cerifera).
The subject property is located in a VE (Elevation 9) Zone. Elevations across the lot range
from zero along the shores of the Avon Harbor to approximately four feet in the middle of
the lot.
Project Description
The applicant proposes to install 188 linear feet of wooden bulkhead around the northeast
corner of Avon Harbor. The bulkhead will be installed at NWL along the southern property
boundary, but will extend 2-10 feet beyond NWL where the bulkhead will be installed
immediately west of the existing fish house.
Once the bulkhead is complete, the applicant proposes to re-install the framing and decking
on existing pilings that once supported a 45-foot long by 7-foot wide dock that was located
immediately west of the existing fish house. Ten mooring pilings will then be installed on
the west side of the re-constructed dock to create four 12-foot by 20-foot boat slips that will
be rented to small private and commercial fishing boats.
The applicant also proposes to remove the two small existing piers and replace them with
one 20-foot long by 3-foot wide pier. A 12-foot by 14-foot boatlift will be installed on the
eastern side of the proposed pier. The residents of the proposed single-family residence will
reportedly utilize both the pier and boatlift.

Field Investigation Report
Hooper - Avon, Dare County
Page 4
Finally, the applicant proposes to construct a 24-foot by 40-foot piling supported single-
family residence with 40-foot by 22-foot gravel parking area and new 700 SF septic system.
9. ANTICIPATED IMPACTS
It is anticipated that the proposed project will cause the following impacts:
• The construction of the proposed pier and re-construction of the previously existing dock
will result in the shading of 376.5 SF of Estuarine Water /Public Trust Area AECs.
• The construction of the proposed single-family residence will result in the disturbance of
1,359 SF of uplands located in the Estuarine Shoreline AEC and 1,137 SF of uplands located
outside of the Estuarine Shoreline AEC.
• The existing fish house and the proposed single-family residence will create 2,145 SF of
impervious surface, or 18.6 % of the 11;518 SF of the parcel located within the Estuarine
Shoreline AEC.
• The construction of the proposed bulkhead will result in the filling of
0 392 SF of Estuarine Water /Public Trust Area AECs,
0 1,354 SF of Estuarine Shoreline AEC,
0 20 SF of an insignificant Coastal Wetland fringe located in the Estuarine Shoreline
AEC, and
0 776.2 SF of U.S. Army Corps of Engineers Section 404 wetlands located in the
Estuarine Shoreline AEC.
• The construction of the proposed bulkhead will result in the placement of 7.26 CY of
sand/soil below NWL.
• The removal of the existing pier and the installation of the proposed pilings and pier will
result in the temporary increase in turbidity of the waters in Avon Harbor.
• A review of available maps indicates that no archaeological resources are located on or near
the subject property.

Submitted By: John Cece Jr.
Date: Apri14, 2007

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CAMA MAJOR NARRATIVE ~!~ f~ENl~
BASIL HOOPER
AVON, NC ~ ~~ ~ 3 ~~~y ~'
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APPLICANT: Basil H. Hooper Jr. (also landowner) ~Ilzab~ti~ CI#~~
P.O. Box 112
Avon, NC 27915
Phone [phone]
PROPERTY: 40081 Harbor Road
Pin Number 063020907745.
* *A disputed area claimed by both Basil Hooper and a second party (the S Henderson
Scarborough Heirs) is displayed on the plat and is included in Basil Hooper's recorded
deed to the property, btct is neither part of this application and NO DEVELOPMENT IS
PROPOSED ON THE DISPUTED AREA BY THE APPLICANT, BASIL HOOPER.
Possible 1 S ft Riparian access lines have been displayed on the attached proposed
development plat and the proposed development adheres to the CAMA riparian access
lines in the event that any possible legal proceedings happen to grant the Henderson
--
Scarborotcgl2 heirs with fill ownership o t e ispute area, t~propose eve opment--""~-
by Basil Hooper lies outside of any possible riparian access corridor or possible county
bzilding limits emanating from the possible property line.
THIS "DISPUTED AREA" IS NEITHER INCLUDED IN THE TOTAL PROPERTY
AREA CALCULATIONS FOR THE PROPOSED DEVELOPMENT NOR IN THE TOTAL
IMPERVIOUS AREA CALCULATIONS. AGAIN, NO DEVELOPMENT ACTIVITIES
ARE PROPOSED IN THE DISPUTED AREA. (The attached recorded deed differentiates
the two parcels by listing the disputed area as not carrying a general warranty for land
titling purposes). SO FOR THE REMAINDER OF THIS NARRATIVE THE AREA
CLEARLY OWNED BY BASIL HOOPER WILL BE CALLED "SUBJECT PARCEL ".
SUBJECT PARCEL
The subject parcel (and site designated for proposed development) is comprised
of 0.292 acres on the northeast corner of Avon Harbor (a federally maintained harbor) in
Avon, NC. The existing features on the parcel clearly owned by Basil Hooper include a
historic fish house with attached wood dock and decks (in various sates of repair), a
septic tank that served the fish house, two (2) piers the northeast corner of the shoreline,
portions of former bulkheading, (underneath the fish house and also on the north
shoreline of the subject parcel), two existing piers and the remnants of one pier.
Comprised of a former commercial fish house that was built in the mid to late 1940's, the
applicant recently cleaned tip the inside and outside of the structurally sound building to
prevent filrther dilapidation and to preser<~e the historical character of the building and
site. The building structure (rough hewn cypress and cedar timber frame) and the

associated 4 to 5 inch thick concrete slab foundation are structurally sound and the
applicant desires to maintain the building's existing dimensions and location. Portions of
a former bulkhead remain in the area along the south and southwest corner of the historic
fish house. The proposed 188.5 LF bulkhead will be aligned just waterward of the
tivestern margin of the fish house and will continue around
the entire shoreline of the subject parcel with bulkhead backf ll impacts shown clearly on
the attached plat and described below..
Portions of the waterfront dock that served the fish house were damaged (in
approximately the year 2004) when a fatal airborne vehicular accident resulted in the
northwest corner of the docking facility. The current pier and dock configuration in the
northeast comer of the shoreline is a result of uncompleted replacement and repairs of the
accident damaged structures authorized shortly after the accident by the Division of
Coastal Management at a meeting with the applicant in the wake of this mishap.
Replacement of the damaged pilings on the northwest corner of the dock attached to the
fish house did occur but the deck boards were not replaced at this time duo to
concentration of the applicants efforts on cleaning up of the inside of the fish house. The
replacement of the deck boards are proposed in this application.
The existing pier that traversed northward from the building and terminating in the
northeast corner of the shoreline was partially destroyed in this mishap which resulted in
the isolated pier which has no connection to land or the historic fish house. This remnant
pier and an existing pier on the szcbject parcel are proposed for removal by this
application. One proposed 20.5' X 3' wood pier and one boat lift (to serve the proposed
residence) is proposed in place of the two existing piers to be removed (see below).
The 404 Wetlands on site were flagged by Kendall Turnage and confirmed by the US
Army Corps of Engineers on 2/6/2006 by the issuance of a US Army Corps Jurisdictional
Determination. An insignificant fringe a Spatina patens exists in the northeast corner of
the shoreline (and is so narrow as to be nearly unmappable on the plat and is noted within
this narrative for recordation of its existence) and a significant area of coastal wetlands
(Spartina alterniflora, Spartina patens and Borrichia frutescent) in the northwest
shoreline of the subject property and continues into the shoreline of the disputed area.
The proposed bulkhead will be constructed landward of the significant area of coastal
wetlands.
The applicant proposes the following activities: (oii sicbject parcel only)
Site Preparation
1. Remove two existing wood piers and one existing mooring piling in northeast
corner of shoreline on subject parcel (labeled as existing piers on "Current
Conditions" plat.
2. Remove small pile of existing riprap and nibble

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qty ~~NE?
Shoreline Stabilization
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1. Construct 188.5 LF total wooden bulkhead (stated length includes two short
return walls), backfill and grade landward of the bulkhead to stabilize the
shoreline and protect the concrete slab foundation upon which the historic fish
house rests. (See MP-2 form and plat for details).
Backfill activities:
1354 SF of Highground fill
776.2 SF 404 wetland fringe fill
(portions are unvegetated and exist under the fish house)
392 SF of fill below NWL (mostly under fish house)
(no SAVS have been observed by the agent or the Division of
Coastal Management representative in this fill area)
Repair, Reconfiguration and Maintenance of existing historic fish house and
docking facility
1. Stabilize the concrete slab foundation and backfill the proposed bulkhead
underneath the fish house.(activity addressed above and on Fornz MP-2)
2. Replace joist boards and place deck boards on the existing wood structure
adjacent to the fish house. No proposed expansion of the dock is proposed.
3. Install 10 mooring pilings in order to create four boat slips on west side of the
fish house to be rented or leased primarily for commercial fishing activities
that the applicant .
4. Construct a new 20.5 X 3 ft pier on northern shoreline (which will actually
serve the proposed home).
5. Install a boat lift and 4 boat lift support pilings on east side of the pier
proposed directly above.
Proposed Residence
1. Construct proposed 3 bedroom home on pilings with wooden slatted elevated
unroofed wood deck (152 SF within 30 ft buffer).
2. Install 836 SF of gravel parking for residence parking
3. Install septic system the maximum feasible distance from surface waters
All disturbed areas shall be re-vegetated and stabilized once grading is complete.
By: Kendall Turnage / Louise I. Hanson
Environmental Professionals, Inc.
February 22, 2007

Rec PIN PARCEL ADDRESS OWNER1 OWNER2 SUBDIVISIO U 7 - r ~ ~ -
1 063020907745 014628003 40081 HARBOR RD HOOPER, BASIL H JR HOOPER, LINDA HAKEN SUBDIVISION -NONE
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~~ Form DCM-MP-1 ~~~~~9V~~
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ciizCd~Gtf1 ~i~
1. APPLICANT
a. Landowner: ~ 7 0 6 Q$
Name Mr Basil Hooper
c. Street address or secondary road number
40081 Harbor Rd.
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) Pamlico Sound
Address P.O. Box 112
3. DESCRIPTION AND PLANNED USE
City Avon. State N.C.
OF PROPOSED PROJECT
Zip 27915 Day Phone [phone]
Fax a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
b. Authorized Agent: excavation and/or filling activities.
Construct and backfill a 188.5 Linear Foot bulkhead,
Name Environmental Professionals. Inc. replace the wood slats on existing pilings waterward of
the existing historic fish house, install mooring piles for
proposed slips remove damaged piers, construct a new
Address PO Box 3368 pier install a boat lift at new pier, install boat lift mooring
piles remove rip rap adjacent to the existing fish house,
.City Kill Devil Hills State NC .and construct a 3-br dwelling. with decks and parking.
b. Is the proposed activity maintenance of an existing
Zip 27948 Day Phone 252/441=0239 project, new work, or both? both
Fax [phone] c. Will the project be for public, private or commercial
use? Commercial and Private
c. Project name (if any) 40081 Harbor Rd., Avon, NC
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. Please see Narrative.
4. LAND AND WATER
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
An L-shaped lot in Avon NC. Site faces SR 1224
(Harbor Rd) and is on the shoreline of `Avon Harbor',
which empties into the Pamlico Sound.
CHARACTERISTICS
a. Size of entire tract 0.292 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
4.5 feet
d. Soil type(s) and texture(s) of tract
Psamments (PsB) -disturbed areas of filUdredge .
Revised 03/95

~1:C~9VE~;
Form DCM-MP-1 ~~ r~~N~
~~~~~r~ ~# ~~~9;r
C0,4STHL ry1%~~l:~GE~r9EfVt'
Elizabeth Gitli
e. Vegetation on tract upland - Quercus virginiana,
Juniperus virginiana, Smilax bona-nox, Vitis
rotundi olia .
wetland - Spartina sp., Myrica cerifera, Bacharris
sp., Iva frutescens
£ Man-made features now on tract bulkhead, piers,
fishhouse
g. What is the CAMA Land Use Plan land classification
of the Site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
(verified via telephone by Dare County Planning Dept.. )
h. How is the tract zoned by local government?
R2-A (Residential with traditional uses)
o. Describe existing drinking water supply source.
Dare County Water Department
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.
* * Please see attached
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable) N/A
( g, h, and i above verified via telephone by Dare County
Planning.Dept.. )_ _ _
Has a professional
done for the tract?
If yes, by whom? _
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Fringe Other 404 wetlands
Please see site plan.
If yes, has a delineation been conducted? YES
(Attach documentation, if available)
See attached JD of2/6/06
m. Describe existing wastewater treatment facilities.
onsite septic tank
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.) Surface runoff
archaeological assessment been
Yes X No
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
** Please see attached
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to 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
Revised 03/95

~' Form DCM-MP-1
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
** Please see attached
Name Harvey D. Scarborough
Address P.O.Box 347
Avon, NC 27915
Name Scarborough, Henderson Heirs and
Alton Wiliams Heirs
Address C/O Grandy and Mike Hooper
P.O. Box 480
Avon, NC 27915
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
USACE JD AID # 200610420
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application. **Please see enclosed/attached check
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. N/A
• 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. N/A
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 :~ day of 1~~~ r' 2007.
Print Name Louise I. Hanson (,~~ent
Signa v ~ ~f~" v~'~~i`'.~
Landowner or Authorized Agent
** Please see Letter of Authorization attached
Please indicate attachments pertaining to your proposed
project.
X. DCM MP-2_ Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
_DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each forrn.
lCli~/~~.
~C;1J~i~R

~~;di~SiR? ivi~f~l,"aC~E~ici~'9
~lizr~b~th Cit~r
Revised 03/95

Form DCM -MP-2 '~
~L+~~~v~
~a~ D~-v~
~~ ~ 3 EGG ~
Eli'a?~~th ~i fiI
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
r.Pnoth Width Depth Depth
- _. --- -
Access
channel
(MLW) of
_ INWT.I
Canal
Boat Basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other-(Exc. Shrln
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards NIA
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes No
N/A
d. Highground excavation in cubic yards N/A
N/A -------- -------- -------

2: DISPOSAL OF EXCAVATED
MATERIAL
N/A -------- -------- -------- N/A
a. Location of disposal area
N/A -------- -------- --------
b. Dimensions of disposal area N/A

c. Do you claim title to disposal area?
N/A -------- ------- ------- N/A

Yes No
If no, attach a letter granting permission from the
N/A -------- ------- ' ------- owner.
d. Will a disposal area be available for future
maintenance? Yes No
N/A -------- ------- ------- If yes, where?

e. Does the disposal area include any coastal
~,~/A ________ _~____ _-~__~ wetlands(marsh), SAVs or other wetlands?
Yes No
f: Does the disposal inclltde any area in the tivater'?
Yes No
Re~~ised 03!9

y~ Form DCM-MP-2
= 3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 188.5 LF
c. Average distance waterward of MHW or NWL
4.Sft
d. Maximum distance waterward of MHW or NWL
10 ft
e. Shoreline erosion during preceding 12 months
0.2 ft
(Source of info.) applicant
f. Type of bulkhead or riprap material
Wooden bulkhead
g. Amount of fill in cubic yards to be placed below
water level
Bulkhead 392 sf X 0.5 ave depth
fill below NWL= 196 cf / 27 =
7.26 CY below NWL
h. Type of fill material earthen fill/sand
I. Source of fill material NCDLQ approved
Borrow pit or quarry (exact site to be
determined by contractor)
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
Water : 392 sf X 0.5 ave depth below NWL=
196 cf / 27 = 7.26 CY
392 sf X 3.5 ft
above NWL = 1372 cf /27 = 50.80 CY
Total fill waterward of NWL = 58.06 CY
Revised 03/95
(2) Dimensions of fill area
776. 2 sf (404 area) + 1354 sf (highground) +
392 sf (waterward of NWL) = 2,522.2 sf
backfill total for entire project =
776.2 sf (404 area) + 1354 sf (highground) _
2130.2 sf at 3.5 ft ave depth = 7455.7 cf /27 =
276 CY +
58.06 CY (total waterward of NWL)=
334.06 CY backfill total for entire project
(3) Purpose of fill
Bulkhead backfill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
N/A
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
dump truck and front-end loader
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A
Basil Hoarser
A lica o roject Name
~t~"~~
ignature ~j
' ~ `-~
Date
~~C~~~~~~1W
t; ,.
~ ;, j
~~
~'!!s^vl i'h;:

~~1~ ®~
Form DCM-MP-3

UPLAND
U®~ST~I. ~~i~9A~~IV1Ci1!T
lal!Zabefh t;ifib°
DEVELOPMENT
(Construction and/or land disturbing activities) 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.
a. Type and number of buildings, facilities, units or
structures proposed.
Construction and backfill a 188.5 LF bulkhead, and set 10
mooring~iles. Construct pier, install boat lift and insta114
Qles for boat lift. Please see narrative for detail.
b. Number of lots or parcels
c. Density (give the number of residential units and the
units per acre) 1 unit on 0.292 acres. (3.4 units per acre)
d. Size of area to be graded filled or disturbed including
roads ditches etc.
An anAroximate total of 2130 sf within the AEC is to
be filled and graded landward of the proposed 188.5
LF wood bulkhead. Construction of a aroposed
dwellins, parkin, and septic system installation onsite
will disturb an anuroximately 2,496 sf area. No fill
activities are anticipated beyond those detailed above.
Please see Narrative.
e. If the proposed project will disturb more than
one acre of land the Division of Land Resources must
receive an erosion and sedimentation control plan at least
30 days before land disturbing activity begins. If
applicable has a sedimentation and erosion control plan
been submitted to the Division of Land Resources?
N/A - Less than one acre
If Yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt or concrete) to be used for paved surfaces.
Proposed gravel parking area - 836 sf
g. Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
tipon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking.
~9-&% (see site plan `notes' for calculation)
~ ~6~ c~c
(C~~ ~t I~ZC~7
,
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification. Has a
site development plan been submitted to the Division of
Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
Septic tank
j. Have the facilities described in Item i. above received
state or local approval? Dare County Environmental
Health Department will review for septic tank and
drainfield approval at the time of building permit
application.
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industriaUcommercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Dare County Municipal Water supply
m. Will water be impounded? Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was
the lot(s) platted and recorded?
N/A
Basil Hoover
Appl'ca or Project am
Signature r.
~ r
Date

K
a
~2~'~~~VE~~.
• Form DCM-MP-4 ~~ 1~~Np
~EiztaP~~il~ Csi•,
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e. Mooring buoys N/A
Form DCM-MP-1. Be sure to complete all other sections of the (1) Commercial _ Private _ Community _
Joint Application which relate to this proposed project. (2) Number N/A.
Dock(s) and/or Pier(s)
(1~Commercial X_ Private _X_ Community _
(2) Number 1
(3) Length 20.Sft.
(4) Width aft.
(5) Finger Yes ,~ No X
Piers
(i) Number
(ii) Length ft
(iii) Width ft
(6) Platform(s) Yes No X
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed Oat
pier +
1 at
boatlift
(8) Proximity of structure to adjacent riparian property
lines 22+ ft
(9) Width of water body Harbor - 400ft
(10) Water depth at waterward end of pier at MLW or
NWL Sft
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
wetlands
(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.)
(1) X Commercial Community X Private
(2) Number 14 total (10 mooring piles for
slips, and 4 pilings for lift)
(3) Length 20 ft
(4) Width
12 inches
g. Other (Give complete description)
Please see narrative for detail on work proposed within the AEC
(bulkhead consriuction; decking repair).
Construct a 3-br home on pilings with wood-slatted elevated
wood deck, install septic system, and install gravel parking
area.
Basil Hoover
Appl~nt or Project Name
ti1~--~`~^-
Signature
Louise I. Hanson (agent) 5 _ ~ f~
Date
(3) Maximum distance beyond MHW, NWL or

MAJOR PERMIT FEE MATRIX
Applicant: ~.4s/~ ffa ~PE~
Selection Development Type Fee DCM % DWQ
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. 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 a lies:
III(A). For Private non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(C). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (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
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) cannot
be a lied:
IV. For development that
~ involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

EQRENE M, NARRE~ JR.
LUTNER SPAG 185
-B 1055,
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pNEA~ uANE
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MILLER & GRAY
~FMEIERY
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404 YEi(,~NDS ~' - -,
AVON
NAR~oR
~I~MAN R. GRAY
BpNNIE M, GRAY
DB 1481, PAGE 88
i
-_ pNEAL LANE
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SCARBOROUGH
DB 1455, PAGE 1Pl
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SCALE

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NOTES
1. This survey is subject to any f acts andlor easer~ent5 that ray be disclosed by a f ull and accurate title
search and under no circur~stances should be used f or recordation or coveyance of property,
R~ Minir~ur~ Building lines (MBL) shown hereon rust be verif ied~ This plat rakes no
certification as to Zoning andlor restrictive covenant setbacks
3. This lot is a nonconf owing lot of record platted prior to Noverber P9,198Pr
4. IOTAI AREAS 1116 SF (11,518 SF within AEC) (DISPUTED PROPERTY AREA NOT INCLUDED WITHIN CALCULATIONS)
5. EXISTING IMPERVIOUS AREA EX. FISH NOOSE 349 Sf
BASF HooPER
CAMA MAJOR APPLICATION
CURRENT CONDITIONS
40081 HARBOR ROAD
avoN, Nc
07.0648
DRAWN KT DATES 8/80/07
~, ~~ ~~ ~.
`~ ;x r
3 ~.. .. ~. r _ ~ ._.. i .,
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4 ?o
1 inch=80 ~t
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z.
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404 wetlandsshown were delineated In Sept CO05 by Kendall Turnage

LEGEND
a PROPOSED MOORING. PILING
E~S~NG MOORING PILING
Q DESIGNATED BOAT SUP
~Y`'~ 404 WETLAND BULKHEAD BACKFILL
776,2 SF TOTAL
HIGHROUND BULKHEAD BACKFILL
1354 SF TOTAL
BULKHEAD BACKFILL BELOW NWL
392 SF TOTAL
SCALE
Q ~0
1 inch=~JO f t
NO1ES~
1. this survey is subject to any f acts and/or easer~ents that rlay be disdos~d by a f ull and aaurate title
search and under no circurlstan~es should be used f or recordation or ~oveyar~e of property
2 Minirlu~i Building Lines (MBL) shown hereon rust be verif ied+ This plat rlakes r7o
certification as to toning and/or restrictive covenant setbatks~
3. This lot is a non~onf or~fing lot of record platted prior to Nover~ber ~9,198P,
4. >'(1TAL AREAS 1116 SF (11,518 SF within AEC) (DISPUTED PR()PER1Y AREA NQT INCLUDED WITHIN CALCULATIONS)
5. PRUPUSED IMP. AREA EX. FISH NOOSE ~'SF 3~tq
PROP HUME~ 960 SF ~~cr`N~~
IVG DENR
PROP, PARKING( 836 SF
p 7 • ~ s a g >•OTAL~ , SF of AEC)
~,~~ ~~~~~~ ~ y1 ~7
BASIL H~OPER
CAMA MAJOR APPLICATION
PROPOSED DEVELOPMENT PLAT
40081 HARB[]R READ
AVON, NC
DRAWN; KT DATES 2/20/07
a
:~ ~~'8. ~.
'01'30" E
~

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N/F
~~ HARVEY DUXEY
SCARBURUUGN
DB 1455, PAGE 1~1

;t7A5'fAt ~iANAGEMEN~'
Elizabeth Cltu
404 wetlands shown were delineated In Sept 2005 by Kendall T
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L~RENE M, HARRIS
LUTHER S, MI~~ER
DB 1055, PAG 78`.
y
~, 404 WETLAND
D
D
PRA ~~ Plums
~~'W
~'~ o
AVON
HARBOR
LEGEND
PROPOSED MOORING. PI(JNG
EXISTING MOORING PILING
Q2 DESIGNATED BOAT SLIP
404 WETLAND BULKHEAD BACKFILL
776.2 SF TOTAL
HIGHROUND BULKHEAD BACKFILL
1354 SF TOTAL
Q BULKHEAD BACKFILL BELOW NWL
392 SF TOTAL
~o
0
HARVEY D~XEY
SCARB~R~UGH
DB 1455, PAGE 1~7
SCALE
P3°
1 inch=20 ft
N~TES~
1, This survey is subject to any facts and/or easerlents that ray be disclosed by a f ull and accurate title
search and under no circur~stances should be used for recordation or coveyar~e of property,
8, Minirlurl Building Lines (MBL) shown hereon dust be verified, This plat Hakes no
certification as to zoning and/or restrictive covenant setbacks,
3, This lot is a nonconf orning lot of record platted prior to Noverlber 89, 198,
4, TUTAL AREAS 1P716 SF (11,518 SF within AEC) (DISPUTED PRUPERTY AREA NUT INCLUDED WITHIN CALCULATIONS)
S, PRUPUSED IMP, AREA EX, FISH HDUSE ~'SF ~~t9
PRUP, HOME, 960 SF ~~CE~
PRUP, PARKING 836 SF ~~ ~EN~
. TOTAL SF , of AEC) ~ ~ ~ ~~ ~ ~ 200
07 osas ,,u~,~-~
.~
MILLER &, GRAY
I1Lrm•~
Bp1~NIE M, PAGE 88
-B148,

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