20031142 Ver 1_COMPLETE FILE_20030910

O?O? W AT ?RQG

October 6, 2003
DWQ# 03-1142
Currituck County
Henry Wilton
Wilco Development LLC
6405-G Dickens Place
Virginia Beach, VA, 23230
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Wilton:
You have our approval, in accordance with the attached conditions, to place fill in 0.59 acre of non-vegetated wetlands in order
to repair a wooden bulkhead, reconstruct eleven wooden groins and place riprap 5' waterward of the existing and proposed bulkhead at
370 Harbinger Ridge Road in Currituck County, as described in your application received by the Division of Water Quality on September
10, 2003. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number
3400, which can be downloaded from our web site at http:Hh2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your
CAMA Permit when issued by the NC Division of Coastal Management. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge, Water Supply
Watershed and U.S. Coast Guard regulations. Also this approval will expire when the accompanying CAMA Permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional
conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed;
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in our Central Office in
Raleigh at [phone].
Sincerely,
/Alan W. Klimek, P.E.,
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett, DCM
Atlantic Environmental Consultants, P.O. Box 3266, Kitty Hawk, NC, 27949
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
031142
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
A NCDETy WA
NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
September 8, 2003
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
471401
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0V*TFRQtAuTYn?v0
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Wilko Development, LLC
Project Location: East of Owens Beach Road extended in Point Harbor, Currituck County,
adjacent to the Albemarle Sound
Proposed Project: Reconstruct/repair 1,416 linear feet of wood bulkhead within the existing
bulkhead alignment, reconstruct eleven wooden groins and place riprap 5'
waterward of the existing and proposed bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by September 29, 2003. If you have any questions regarding the proposed project, please
contact M. Edward Harrell at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. it ou ity, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Wilko Development, LLC
2. LOCATION OF PROJECT SITE: East of Owens Beach Road extended in Point Harbor, Currituck
County, adjacent Albemarle Sound
Photo Index - 2000: 191-2233 H/20-24 1995: 191-2014 K/18-21 J/22 1989: 141-10 P/9-14
1984: N/A 1978: 139-427 N/8-13
State Plane Coordinates - X: 2942000 Y: 864600 B082715A
GPS: B101414A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/07/03
Was Applicant Present - Yes, represented
5. PROCESSING PROCEDURE: Application Received - 08/29/03
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
Planned - None
(F) Type of Structures: Existing - residence, horse stables, remaining bulkhead
Planned - replace bulkhead, groins, place riprap
(G) Estimated Annual Rate of Erosion: 4' over past 7 years
Source - aerial photos
7. HABITAT DESCRIPTION: [AREA]
r? a ?;11or1 (lthar
A Vegetated Wetlands
(B) Non Vegetated Wetlands
Shallow Water Habitat 25,687 sq ft
(C) Uplands within 17,798 sq ft
Estuarine Shoreline
(D) Total Area Disturbed: 43,485 sq ft (.99 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: Reconstruct/repair 1,416 linear feet of wood bulkhead within the existing
bulkhead alignment, reconstruct eleven wooden groins and place riprap 5' waterward of the existing and
proposed bulkhead.
Wilko Development, LLC
Field Investigation Report
Page Two
Site Descri ion
The applicant, Wilko Development, LLC, is the contract purchaser and potential
developer of seven lots totaling 45 acres in Currituck County. The lots are located at 370
Harbinger Ridge Road in Harbinger, just east of Owens Beach Road Extended adjacent to the
Albemarle Sound. To access the site, turn off US Highway 158 onto Edgewater Road (SR
1104) and travel 4/10 mile to Harbinger Ridge Road (SR 1103). Turn left, then immediately
right onto Owens Beach Road (SR 1408) and travel 4/10 mile. Turn left onto a farm field path
located 100' from the driveway at 205 Owens Beach Road and follow the 2/10 mile long path.
The subject parcel lies beyond the open iron gate, south and east of the chain link fencing.
Elevation of the 45 acre site ranges 6'-10' above mean sea level. Vegetation noted
growing within the site includes pine, oak, gum, black cherry, American holly, cedar,
dogwood, apple, sassafras, wax myrtle, and various volunteer grasses. Aerial photos taken in
October 1995 indicate that approximately 1,425 linear feet of bulkhead in good condition
protected the shoreline. Several groins were in place and extended up to 40' waterward of the
shoreline. CAMA permits authorizing the construction of those structures were not found
during a search of NC DCM's records. Storms and day to day erosion have affected the
structures such that the groins no longer function and long segments of bulkhead are missing.
The longest segment of functioning bulkhead (320 linear feet) was noted in the center of the
shoreline. At the east and west ends of the property respectively, 86' and 165' long sections of
intact bulkhead were noted. The east segment connects to an existing wood bulkhead whereas
the western end ties into an existing concrete wall. Other structures noted on-site were a shed,
horse barn, and a single-family residence located 38' landward of the 6' high erosion
escarpment.
The waters of the Albemarle Sound in the vicinity of the project are classified as SB
(swimming) by the NC Environmental Management Commission. These waters are classified
as Coastal Fishing Waters by the NC Marine Fisheries Commission and as Estuarine Waters
and Public Trust Waters by the NC Coastal Resources Commission. Contour of the bottom in
the project area (out to 44' in the sound) measures .5'-1.7' below NWL. The presence of
submerged aquatic vegetation was not noted in the vicinity of the project. Review of available
information suggests that there are no known archeological sites or geological formations
associated with the applicant's property.
The applicant proposes to:
. Construct five segments of replacement wood bulkhead totaling 809 linear feet within the
alignment of the original bulkhead. The replacement bulkhead is proposed a maximum
distance of 44' waterward of NWL and an average distance of 23'.
Wilko Development, LLC
Field Investigation Report
Page Three
• Repair 606 linear feet of existing bulkhead by replacing tiebacks, installing new
bulkhead caps, and adding backfill in some areas with minimal subsidence.
• Place concrete riprap a maximum distance of 5' waterward of the 809 linear feet of
replacement bulkhead and 606 linear feet of existing bulkhead.
• Install eleven (11) wood groins a maximum distance of 25' waterward of NWL along the
1,416 linear feet of shoreline.
Anticipated Impacts
The construction of 809' of replacement bulkhead and the placement of 3,350 cubic
yards of sand backfill to a depth of 61 inches will result in the filling of 18,607
square feet of shallow water habitat.
• The placement of 3,500 cubic yards of sand material between the NWL and the
erosion escarpment (average distance 22') will result in the disturbance of 17,798
square feet of uplands.
The placement of a 5' wide section of concrete riprap immediately waterward of
1,416 linear feet of wooden bulkhead will result in the filling of 7,080 square feet
of shallow water habitat.
• The stabilization of 606 linear feet of severely eroded shoreline and the construction
of eleven 25' long groins should reduce the near shore (0'-60' out) siltation
observed along this shoreline during periods of strong off-shore winds.
Submitted by: M. Edward Harrell
Date: September 4, 2003
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
A 0&U5 7- 'V" -2 0C3
uAr-elr w,, 2m
Mr. Ed Harrell
Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909
Dear Mr. Harrell,
This letter is accompanying a CAMA Major Permit Application package with plats and cross
sections for Wilko Development, LLC to reconstruct dilapidated bulkhead, point to point, on
soundfront property they are purchasing in Harbinger on the Albemarle Sound, Currituck
County, North Carolina.
Wilko Development, LLC is proposing to reconstruct 1,416 linear feet of bulkhead along the
existing bulkhead alignment on the 45 acre parcel they are currently purchasing, just east of
Owens Beach Road Extension. Portions of the existing bulkhead remain intact and only require
minor maintenance repair behind the bulkhead at this time, however, this application is
requesting to reconstruct the entire bulkhead along the existing alignment. The reconstructed
bulkhead will continue from point to point, beginning at the east end from David Griggs existing
bulkhead, and continuing along the existing bulkhead alignment, to the west end, to Terry
Lynn's cement wall. There are no SAV's, Section "404" wetlands or coastal vegetation located
within the proposed bulkhead or backfill area.
There are four sections in the existing bulkhead alignment where hurricane and severe storm
damage has taken place over approximately three years. Details of each section of damaged
bulkhead is in table format within the body of the attached project narrative and attached cross
sections (Sheets 3, 4 and 5).
If you have any questions, please do not hesitate to call 252
Sincerely,
REm
'EA'E F7- n,
Roxanne D. Dorman A U G ? 7 ) I l "
(.:OASTAL, MANAGEMENT
FLIZr LL ; H CITY
PROJECT NARRATIVE August 27, 2003
WILKO DEVELOPMENT, LLC - CAMA Major Permit Application Page 1 of 2
Harbinger, Currituck County
The purpose of the proposed activity is to reconstruct the existing 1,416 linear foot
bulkhead, point to point, which has dilapidated in four areas (see sheet 2 of 5: (A), (B),(C
& D), (E)) along the existing bulkhead alignment, from several hurricane and storm
events. Remnant bulkhead, tiebacks and filter cloth are present in four areas, ((A), (B),
(C & D), (E)) along the existing alignment where reconstruction of bulkhead is proposed
and sever escarpment exists. These four breaks in the bulkhead, left the shoreline
venerable to storm erosion. The remaining four areas of the bulkhead (606 feet) remain
in good condition, excluding minor backfill repair in some areas averaging two feet wide
(see sheet 2 of 5). Predominant southwest winds make this area along the Albemarle
Sound a high wave energy area, therefore, without shoreline stabilization the shoreline is
venerable to continual erosion. Personal observation from neighbors, broken areas in the
bulkhead has eroded the shoreline 5+ feet in the past 12 months. Reconstructed bulkhead
will tie back into the adjacent landowners existing shoreline stabilization. Currently the
east end of the remnant bulkhead is only missing a five-foot section of bulkhead wall
boards. The west end of the existing bulkhead remains intact and in good condition and
ties into the adjacent landowners (Terry Lynn) cement wall, with a 31 foot return. Once
the reconstructed bulkhead is in place existing rip rap (606'x 5'base) taken from in front
of the existing bulkhead will be placed in front of the newly constructed bulkhead to
continue rip rap alignment with the proposed rip rap (809'x 5'base) to a total rip rap
length of 1,416 linear feet.
Four sections of bulkhead, totaling 606 linear feet, are currently intact and require minor
maintenance repair behind the bulkhead, however this project includes the entire
bulkhead to be reconstructed. Proposed bulkhead to be reconstructed (1,416 linear feet);
groin reconstruction (Eleven 25'foot wooden groins, see sheet 5 of 5) and backfill from
the existing alignment to the escarpment (includes 6,140 s.f of open water fill). Rip rap
is proposed five feet wide, in front of the four sections of remnant bulkhead once
reconstructed. The existing rip rap (606'(L) x 3'(H) x 5'(W)) in front of the intact
bulkhead will be placed in front of the reconstructed bulkhead. Once all rip rap is in
place, rip rap height will be approximately one foot above the NWL. Rip rap is proposed
in front of the four sections of reconstructed dilapidated bulkhead, since the existing
intact areas of bulkhead are presently armored with rip rap (606'), and may be a factor to
why these areas of bulkhead remain intact and in good condition.
Existing structures on the property include a two-story single-family residential dwelling,
three bar-b-q pits, storage shed, five stall horse barn with storage area and fenced in area.
Predominant southwest winds make this area along the Albemarle Sound a high wave
energy area. Therefore, submerged aquatic vegetation (SAV's) does not normally exist
in these high-energy areas, which usually support aquatic invertebrate and vertebrae:
4U
ELIZw,:_,_L i H Gl y
Page 2 of 3
species. It is to the findings of the field biologist during site visits, aquatic life is not
reported in this project area.
There is no submerged aquatic vegetation (SAV's) within the project area or outside the
project area. There are no coastal or Section "404" wetlands present within this 45 acre
tract or within the project area or outside the project area. The eroded shoreline has a
distinct escarpment averaging six feet (6') in depth (measurements taken every 15 feet
along the escarpment). The eroding shoreline continues to erode with every strong
southwest wind. During the pre-application meeting with the DCM field representative
on August 7t", we observed the strong west wind causing a turbidity plume, from the
existing backfill eroding into the open waters. Bulkhead debris is scattered throughout
the entire length of the shoreline and in the water.
Groins to be reconstructed (11) will not exceed 25 feet waterward of the NWL and height
shall not exceed 1 foot above NWL. Groins are proposed to be reconstructed to continue
to hold existing sand in place in this high wave energy area along the shoreline.
AEC environmental scientist on August 15th, 21 st, 22nd and 24th took the following
measurements.
Five Sections of Bulkhead Backfill
Section Max. Distance Ave. Distance Ave. Water Ave. Escarp. Fill in Total Fill
to Bulkhead from enscarp to Depth (ft.) Depth (ft.) water (c.yds.) (c.yds.)
from NWL NWL
(A) 3' (ave.3') 17' .45' 3' 1 70
(B) 44' (ave. 34.5') 30' 1.3' 6.3' 345 4,782
(C) 5' (ave. 2.6') 14' 1.2' 7' 14 (see (D)
(D) 25' (ave. 20') 16' 1.7' 7' 80 1,586
(E) 16' (ave. 11') 11' 1.1 5' 22 420
TOTALS 462 c.vds 6,858 c.vds.
All field measurements taken during an actual normal wind tide (NWL). Water depths
were taken in five-foot increments from the NWL to the bulkhead alignment. Transects
were taken 25 feet apart in Section (B) and 10 feet apart in the remaining (C)(D)&(E)
Sections. Escarpment measurements were taken every 15 feet or less.
Total linear footage of proposed bulkhead 1,416 feet (this includes a vertical gturn.,wall
22 feet)

COASTAL.
F_L1ZF,b,_ H U i v
Page 3 of 3
Total linear footage of existing intact bulkhead with backfill in place = 606 feet
Total linear footage of existing "continuous" remnant bulkhead is = 226 feet (continuous
bulkhead is = bulkhead missing the wall boards, all pilings and headers remain intact and
continue from a intact portion of the existing bulkhead)
Total linear footage of existing remnant bulkhead is = 561 feet
Total linear footage of existing rip rap = 606 ft. (5'base)
Total number of existing and proposed reconstructed groins = 11 (25'length)
Total disturbed area for the proposed activity = 41,974 s.f. (includes backfill in
escarpment areas (4) and 20' for tie back area disturbance for the remaining portions of
the bulkhead with minor repair).
Total disturbed area within the 30' Buffer = 12,100 s.f.
Total disturbed area within the 75' AEC = 41,974 s.f.
A total cubic yards of open water fill proposed is 462 c.yds.
Total cubic yards of fill proposed for the backfill within escarpment areas excluding the
open water fill is = 6,396 c.yds.
Total cubic yards of fill proposed for this project = 6,858 c.yds.
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FLi17-1 ' H Ci Y
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a.
Landowner:
Name Wilko Development LLC c/o Henry Wilton
Address 6405-G Dickens Place
City Va Beach State VA
Zip 23230 Day Phone see agent
Fax
b
Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address PO Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone] e-mail: RoxDonnangaol.com
c. Project name (if any) AEC #03-032
b. City, town, community or landmark
Harbinger
c. Street address or secondary road number
370 Harbinger Ridge Road, Harbinger
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) Albemarle Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Reconstruct exisiting bulkhead alignment with back-
fill (encluding backfill hi open water)
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? private
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
NOTE: Permit will be issued in unnre o/'lcrndow>ter(s), arrd;or•
pages. Four sections of existing bulkhead is
project uanie. dilapidated due to several storm events. Backfill has
significantly eroded in four areas, exposing tiebacks
mounted to bulkhead, and creating a three to eight
2. LOCATION OF PROPOSED foot escarpment. Reconstruction of bulkhead with
PROJECT backfill is proposed to continue stabilization of the
sku reline and prevent further erosion to soundfront
a
•' ' prtipertv. Remnant groins are also proposed to be
a. County Currituck County reconstructed as well. (see more details in attached
project narrative)
.. + ?._ a
3
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract approx. 45 acres
Parcel 155 = 24 Parcel 179 =13 ac. Parcel 180 = 1.5 ac
b. Size of individual lot(s) Parcel 181 = 2.3 ac Parcel 182 =
2 ac. Parcel 183 = 2 ac Parcel 184 = 2 ac.
c. Approximate elevation of tract above MHW or NWL
8 -10 feet
d. Soil type(s) and texture(s) of tract
Conetoe loamy sand
e. Vegetation on tract Loblolly pine, american holly.
Sums, oaks, Black cherry, flowering dogwood,
sassafrass, high round grasses and herbs
f Man-made features now on tract two-story
residential home, wood storage shed, one-story
five stall wooden barn with storage area and three bar-
b-que pits (one has fallen down the eroded bank),
bulkhead along the shoreline with 11 groins
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential
i. Is the proposed project consistent with the applicable
zoning'? X Yes No
(9 ttach zoning compliance cep 4ficate, f f applicable)
Has a professional
done for the tract'?
If yes, by whom'? _
archaeological assessment been
_ Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property'?
Yes X No
1. Are there wetlands on the site? _ Yes X No
Coastal (marsh) Other none
If yes, has a delineation been conducted'? N/A
(Attach doctmtentatlon, ifmvilable)
m. Describe existing wastewater treatment facilities.
On site septic system
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, mdustrial/com mercial effluent, "wash
down" and residential discharges.) surface nuoff
o. Describe existing drinking water supply source.
Private well
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 cam out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn,,,to....scale in black
ink on an 8 1/2" by I V 'white paper. (Rei'e to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.) raWi l a' ,:' .i i
T?o
Form DCM-MP-1
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
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Terry Lyme
Address 205 Owens Beach Road, Harbinger, NC 27941
Phone [phone]
Name David Griggs
Address P.O. Box 124, Point Harbor, NC 27964
Phone [phone]
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Research by DCM field representative could not find
previous permits for the existing bulkhead
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processuig the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in the
application. The project will be subject to conditions and
restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed activity
complies with the State of North Carolina's approved Coastal
Management Program and will be conducted in a manner
consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this permit
application and follow-up monitoring of the project.
I farther certify that die information provided in this application
is truthful to the best of my knowledge.
This is the 27th day of August , 2003
Print Name ` C;X P.j h) 'L T)Gl. %k&-
Signature^t.C?
Landowner or Authorized Agent
Please indicate attaclunents 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 CuNptt5,..
_.. ,.

DCM MP-6 ,.,.
,
Marina Development
AUG ?
_ r ? ? V
Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Lenoth Width Depth Depth
Access
channel
(MLW) o
(NWT 1
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
Breakwater
(front of bttlkhead)
Other
(:xcludina
shoreline
stabilization)
N/A -------- -------- -------
N/A -------- -------- --------
N/A -------- ------- -------
N/A -------- ------- -------
N/A -------- ------- -------
proposed
809,
existing
605' eight 3'
Base width
-51

-----

------
N/A -------- ------- -------
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
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
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No N/A
If yes, where? N/A
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
b. Length 1416' bulkhead; rip rap 1416'
c. Average distance waterward of MHW or NWL
See table labeled "five sections of bulkhead backfill" in body
of attached project narrative.
d. Maximum distance waterward of MHW or NWL
See table labeled "five sections of bulkhead backfill" in body
of attached project narrative
e. Shoreline erosion during preceding 12 months
+/ 5 feet
(Source of Personal observation
information)
f. Type of bulkhead or riprap material
Wooden bulkhead, concrete rip rap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 1416'r 5'x 1.5'x.5 + 27 = 197 c.yds.
(2) Bulkhead fill (A) I c.vd, (B) 345 c.yds.
(B) (C) 14 c.yds, (D) 80 c.yds,
(E) 22 c.yds. Total = 462 e.yds.
h. Type of fill material Suitable sand
1. Source of fill material Commercial
upland source of material
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? N/A
Yes
No N/A
If Yes,
(1) Amount of material to be placed in the
water N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes X No
_5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? No excavation
proposed; filter cloth will be placed between the
bulkhead and backfill.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Small barge, hydraulic pump and hand tools
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
AEC #03-032
4 licant or Project N
ignature
Date
`1S "ZCt-O-?>
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Arens)
Attach this form to Joint Application for CAMA Major Permit.
Form DCM-MP-1. Be sure to complete all other sections of
the
Joint Application which relate to this proposed project.
a
Dock(s) and/or Pier(s) N/A
(1) Commercial Private - Conununity
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger Yes , No X
Piers
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed N/A
(8) Proximity of stricture to adjacent riparian property
lines N/A
(9) Width of water body N/A
(10) Water depth at wa terward end of pier at MLW or
NWL N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) wood
(1) Number 11
(2) Length 25'
d. Bulkhead (e.g. wood. sheetpile, etc.)
(1) Length 1.416 feet
(2) Average distance from M14W. NWL. or
wetlands See table in body of attached project
narrative
(3) Maximum distance beyond MIlW. NWL or
wetlands See table in body of attached project
narrative
e. Mooring buoys N/A
(1) Commercial Private _ Conuiutnity _
(2) Number N/A
(3) Description of buoy (Color, inscription. size, anchor, etc.
N/A
(4)
(5)
Width of water body N/A
Distance buoy(s) to be placed beyond shoreline
N/A
f Mooring stricture (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Privai
(2) Ntunber N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
AEC #03-032
Applicant of Project Name
CI- V L, k-
Signature
Date

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DCM % DWQ %
Development Type FEE (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341
I, Private, non-commercial
ment that does not Involve
l
5250 100% (S250) 0% (SO)
op
deve
the filling or excavation of any
wetlands or open water areas:
II, public or commercial development 0%(50)
that does not involve the filling or $400 100%(S400)
excavation of any wetlands or open
water areas:
lit. 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 0
below applies:

III(A). For private, non-commercial
it General water Quality
ment
velo
d
S250
100% (5250)
0% (SO)
,
p
e
Certification No.3301 (see attached)
can be applied:
III(8): For public cr commercial 0% (SO)
development, if General water Quality $400 100%(S400)
Certification No.3301 (see attached)
can be applled:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400 60% (5240) 40% (S160)
written DWQ concurrence is needed
because of concems related to water
quality or aquatic life:
III( f, 41f General ater Quali
reification No 301 (see ched) 540 0% (SZ40 0% (516
an not be a lied:
IV. For development that involves
the filling and/or exavation of more
5475 q0% (5190)
60% (5265)
than one acre of wetlands and/or
open water areas:
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AUG 29
COASTAL MANAC POEM
ELIZAFIL M Of Y
}

155
BOUNDARY MEASUREMENTS TAKEN FROM
FROM CURRITUCK COUNTY TAX MAP 132
_D?ar Acrrx%RoN? l
I
I
N/F
\ TERRY LYNN
\ I
\ I
PROPET -rv /vtC I 1Ty \
MAP
SHEET 1 OF 5
CAMA MAJOR PERMIT
1801 181 1 182 1 183 1 184
VA-KO DEVEL-OPEMENT, LLC INSET SEE SHEET
w i
wim PAPA" UK v% 90-1" 2 OF 5 mm!m awr% c omm "mim cMam SCALE 1'- 400,
ATLANTIC !'Jw1VlION lTAL CONMJLTANM LLC
PO ON JAM Nrrr "AMU 110111" OMM" M W-TM D RAw K av : D. voatAA"
179
N/F
VID G
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: torn steffens
WO Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Wilko Development, LLC County Currituck
Project Number 03 1142 County2
Recvd From DCM Region Washington
Received Date 9/10/03 Recvd By Region
Project Type reconstruct/repair bulkhead
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA OTH Y O N ? 30 SB ? 30,151. 0.99
O
0 ON Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y p N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
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~ ~ : ~ '~C ~ ~ ~ , c
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~ ~ ~ ~ ~ ~
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All. MEA3URENENTS TAKEN FROWI DETALED FEND I~ASUREIuENT'S. ~ ~ \ ~ ~ ~ ~ ~ ~ ~
TENS PLAT IS FOR PEPo~TTNVQ PURPOSES ONLY AID NOT ~ ~
TO BE USED FOR CONSTRUCTION. ~ ~ \ ~ ~ ~ ~
~ ~ ~ H~ ~ ~ ~ ~ SRRY LYIAt
~ ~ ~
~ ~ ~ ~ ~ ~
~ ~ ~ ~
~ ~
~ ~ ~ ~
1. PROPERTY INFORMATION: ~ORI~ATION: \ \ ~ ~
- 45 ACRE TRACT - CURRITUCK COUNTY TAX M RACT ~ ~ ~ T IAA PARCELS: 155 179 180 181 182 183 AND 184 \ ~ \ ~ COUNIY AX P 132 ~ ~ \
- 370 HARBINGER RIDGE ROA VGER RIDGE ROAD ~ ~ ~
~ ~
2. TOTAL LINEAR FEET OF BULKHI 3. TOTAL PROPOSED DISTURBED ~ FEET OF BULKHEAD TO BE RECONSTRUCTED = 1,416 ~ ~ ~ - EXISTING RIP-RAP I ~ ~ED DISTURBED AREA - 41,974 SF
4. TOTAL PROPOSED DISTURBED ~ ~ED DISTURBED AREA WITHIN 75' AEC = 41,974 SF ~
5. TOTAL PROPOSED DISTURBED I QED DISTURBED AREA WITHIN 30' BUFFER = 12,100 SF _ _ UFFER 30 B ~
6. TOTAL PROPOSED OPEN WATEF ~ED OPEN WATER FILL AREA = 6,140 SF (462 CU. YDS.) ~ 75' AEC ~
7. TOTAL PROPOSED BACKFILL AE QED BACKFILL ABOVE NWL = 6,396 CU. YDS. I ~
a.
SCALE:
°a~ I
1 "=50' ~ I~ AI
GRAPHIC SCALE I ~I
FILE NO.: o ~ ~ z~ I zoo I
I I
03032 ~ ~ I~
I~
i'
DWG NO.: HARBINGER CURRITUCK COUNTY NORTH CAROLINA 1 i( IN nch ~ o etc. i i
i~
WILKOBASE i i
DW 4'w~D. DORNAN ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC i~
i i
DATE: 8/26/03 PO BOX 3266 KITTY HAWK NORTH CAROLINA (252) 261--7707 i