20040137 Ver 1_COMPLETE FILE_20040130

IN REPLY REFER TO
Regulatory Division
0q- 0/17
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Wn ;hington Rcguintory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
April 1, 2004
Action ID No. 200411069 and State Permit No. 48-04
R & K Horse Farm
C/O Ms. Laurie DeGabrielle
7020 Currituck Road
Kitty Hawk, North Carolina 27949
Dear Ms. DeGabrielle:
*OS/
t4t
Reference your application for a Department of the Army permit to maintenance dredge an
existing manmade canal and construct a bulkhead, on property located at 138 Gabbard Lane,
adjacent to Hog Quarter Creek and the Currituck Sound, neat Poplar Branch, in Currituck
County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan. Failure to
comply with the State authorization or conditions of the general permit could result in civil
and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Branch, telephone [phone], extension 23.
Sincerely,

Raleigh Bland, P.W.S.
Regulatory Project Manager
,r
-2-
Copies Furnished without enclosure:
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
-3-
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
O?OF W ATFRQG
March 11, 2004
DW Q# 04-0137
Currituck County
R&K Horse Farm
C/o Ms. Roxanne Dorman
7020 Currituck Road
Kitty Hawk, NC, 27949
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Ms. Dorman:
You have our approval, in accordance with the attached conditions, to dredge, fill or otherwise disturb 2.58 acres of
Estuarine Shoreline and shallow water habitat in order to maintenance dredge a canal and boat basin and to construct
1,650 feet of vinyl bulkhead off Hog Quarter Creek in Currituck County, as described in your application received by the
Division of Water Quality on January 30, 2004. 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://h2o.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,
Coastal Stormwater 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;
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur; MA
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), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
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
R&K Horse Farm
C/o Ms. Roxanne Dorman
March 11, 2004
Page 2 of 2
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project;
Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A
NCAC 4B .0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters
(March 1997).
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
040137
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WO Supervisor: Rager Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name R & K Horse Farm
Project Number 04 0137
Recvd From DCM
Received Date 1/30/04 Recvd By Region
Project Type bulkhead and maintenance dredging
Certificates
Permit Wetland
Type Type
CAMA non-veg
Mitigation
MitigationType
County Currituck
County2
Region Washington
Stream
Wetland Wetland Stream Class Acres Feet
Impact Score Index Prim. Supp. Basin Req. Req.
Y _0N 130-1-18 SC F- 30,154. 2.58
Wetland
Type Acres Feet
I F_ r F_
Stream Impacts (ft.)
ME_
r-
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 O N Recommendation: Q Issue 0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
HOLD -WaRO needs to site visit this one
a

cc: Regional Office
Central Office Page Number 1
[Fwd: Re: R&K Horse Farm, 04-0137]
Subject: [Fwd: Re: R&K Horse Farm, 04-0137]
From: Cyndi Karoly <[e-mail]>
Date: Mon, 08 Mar 2004 09;42:22 -0500
To: Chet Buell <[e-mail]>
------- Original Message --------
Subject:Re: R&K Horse Farm, 04-0137
Date:Mon, 08 Mar 2004 09:30:36 -0500
From:Cyndi Karoly <cyndi.karoly(a),ncmail.net>
To: Tom. Steffens(-,ncmail.net
References: <403 8970E0000224D(a,ms02. ncmail. net>
Perhaps we could include a condition prohibiting placement of the spoil pile in wetlands? Of course I
don't know the particulars so I'll wait to hear from you.
Tom. Steffens(a,ncmail.net wrote:
cyndi, what im really waiting on is corp confirmation that the spoil pile
is not placed in wet landss. Actually, the project "sucks" to quote an unnamed
fellow ...but there is little I can do to stop it form goign forward. I'll
probably put issue n/c some time soon. we will see a marina app on htis shortly
thereafter though.
havea good weekend...Im working from home.
toms
-- Original Message --
Date: Thu, 04 Mar 2004 16:14:53 -0500
From: Cyndi Karoly <[e-mail]>
To: Tom Steffens <[e-mail]>
Subject: R&K Horse Farm, 04-0137
TomS - We can't place this on hold pending a site visit - we need some
legal point we can tie to the rules. However, you still have 3.5 weeks
to go on this one, so hopefully that will be plenty of time to get in a
staff report. Please advise if you need backup from here for site
visits. I know you're swamped. I'd be glad to cover.
1 of 1 3/8/2004 9:45 AM
A -K l
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
January 22, 2004
MEMORANDUM: WETLANDS / 401 GROUP
TO: Mr. John R. Dorney JAN 3 0 2004
Environmental Biological Supervisor
Division of Water Quality WATER QUALITY SECTION
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: R & K Horse Farm
Project Location: 138 Gabbard Lane, Poplar Branch, Currituck County
Proposed Project: Maintenance dredge canal and boat basin and Construct a bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by February 12, 2004. If you have any questions regarding the proposed project, please
contact Ed Harrell 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 - 30% Recycled by Fiber Weight
t
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: R & K Horse Farm, LLC
2. LOCATION OF PROJECT SITE: 138 Gabbard Lane, Village of Spot, Currituck County,
adjacent Hog Quarter Creek off Currituck Sound.
Photo Index - 2000: 189-2297 E/F/G/H-17 H/I/J-18; 1995: 189-1985 F/G/H-16 K/L-18;
1989: 138-9 G/H/I/J-10 K/L/M-1 1; 1984: 127-708 G/H-15 H/I/J/K/L/M-16;
1978:137-449 M/N/O/P/Q-5 R/5-6
State Plane Coordinates - X: 2941600 Y: 879600 GPS: B012220A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/12/03 & 01/14/04
Was Applicant Present - Yes / Yes
5. PROCESSING PROCEDURE: Application Received Complete - 12/22/03
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW ES PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Residence, horse barns, sheds, fencing
Planned - Vinyl bulkhead
(G) Estimated Annual Rate of Erosion: <1'
Source - Aerial photos
[AREA]
DREDGED FILLED OTHER
(A) Non-Vegetated Wetlands
Shallow water habitat
41,888 sq. ft.
(B) Other
Estuarine Shoreline/30' Buffer
33,000 s q. ft.

(C) High Ground outside
Estuarine Shoreline AEC
37,500 sq. ft.
7. HABITAT DESCRIPTION:
(D) Total Area Disturbed: 112,388 (2.58 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
FIELD INVESTIGATION REPORT
R & K Horse Farm, LLC
Page 2
8. PROJECT SUMMARY: Maintenance dredge 1,750 feet of canal and 370 linear feet
of a boat basin off Hog Quarter Creek and construct 1,650 feet of vinyl bulkhead.
PROJECT SETTING
Laurie and Robert DeGabrielle own the R and K Horse Farm located at 138 Gabbard
Lane in the Village of Spot, Currituck County, adjacent to Hog Quarter Creek off Currituck
Sound. The farm fronts Hog Quarter Creek, which runs in a north-south direction, a
distance of 1700 linear feet. As early as the 1960's, the high ground portion of the tract
was in agricultural use and products such as peaches and potatoes were shipped to
market via a man-made canal off Hog Quarter Creek. The 2000 feet long, 30-40 feet
wide canal extends off the creek in an east-west direction and lies parallel to and 350 feet
from the farm's southern property line. Sediment has collected in the canal such that the
bottom contour nearest the landward end measures less than 0.5 feet below Normal
Water Level (NWL).
To access the site, turn east off U.S. Highway 158 onto South Spot-Road (SR 1111).
After traveling 7/10 of a mile, turn left onto North Spot Road (SR 1113) and then right
onto a 10 feet wide pathway designated Gabbard Lane. Follow Gabbard Lane up to the
metal gate. The western end of the canal is located just east of the gated entrance.
Man-made features noted on the tract include a horse barn, four sheds, two ponds, wood
fences, and several riding trails. Spoil material has been placed mostly on the canal's
north bank. Along the north side, there is a 25 feet wide, 1200 feet long soil road with a
60 feet wide turn-around at its eastern end. Just to the north of the turn-around there is a
small pier/platform, which extends approximately 10 feet into a man-made boat basin.
High ground banks with an elevation of 4.0 feet above mean sea level were noted along
the most landward 800 linear feet of the canal. Coastal and non-coastal wetlands
vegetated with a mixture of Black Needlerush (Juncus roemerianus), Bulrush (Scirpus
spp.), Saw Grass (Cladium jamaicense), Salt Reed Grass (Spartina cynosuroides), Marsh
Elder (Iva frutescens), Common Reed (Phragmites australis), Wax Myrtle (Myrica
cerifera), and Red Maple (Acer rubrum) were noted along the low-lying banks of the other
1200 linear feet of canal.
The waters of Hog Quarter Creek, in the vicinity of the project, are classified as SC by the
NC Environmental Management Commission. These waters are classified as joint waters
by the NC Marine Fisheries Commission and NC Wildlife Resources Commission, and as
Estuarine/Public Trust Waters by the NC Coastal Resources Commission. Water depths
within the canal range from 0.5 feet at NWL at the western end to a (connecting) depth of
2.5 feet at NWL measured 250 feet from Hog Quarter Creek. The presence of
submerged aquatic vegetation was not noted in the vicinity of the project. The presence
of shellfish and finfish resources was not observed during the site inspection. Review of
available information suggests that there are no known archeological sites or geological
formations associated with the site.
FIELD INVESTIGATION REPORT
R & K Horse Farm, LLC
Page 3
PROJECT DESCRIPTION
• Use a hydraulic dredge to excavate 2,142 cubic yards of silt/sand from 1,750 linear
feet of canal bottom with an existing depth of 1.0 foot at NWL to a final depth of
2.5 feet at NWL. The proposed dredge area averages 20 feet in width.
Maintenance dredge 325 cubic yards of silt/sand from 370 linear feet of a boat
basin with an existing depth of 1.6 feet at NWL to a final depth of 2.5 feet at NWL.
• Construct a 150 feet by 250 feet spoil retention basin with a capacity of 3100 cubic
yards within high ground located 100 feet south of the canal. Proposed
dimensions are:
Berm Base - 30 feet wide
Berm Top - 5 feet wide
Berm Height (inside) - 4 feet tall
The basin's capacity appears adequate to handle the 2,467 cubic yards of spoil
material to be excavated.
• Return the effluent from the bermed disposal area to the canal area being
dredged.
• Construct 1,650 linear feet of vinyl bulkhead landward of any wetlands and just
landward of or at the NWL along both sides of the high ground portion of the canal.
Dewatered spoil material will be used to backfill the 1,650 feet of bulkhead, which
will be installed without excavation. The adjoining shorelines are unstabilized.
ANTICIPATED IMPACTS
Hydraulic dredging within 1,750 linear feet of the canal will eliminate 32,130 square
feet of Estuarine/Public Trust Shallow-Water Habitat.
• Dredging within the 370 feet long boat basin will eliminate 9,750 square feet of
Estuarine/Public Trust-Shallow Water Habitat.
• The backfilling associated with the construction of 1,650 linear feet of vinyl
bulkhead will result in the filling of 33,000 square feet of high ground buffer area
located within the Estuarine Shoreline.
FIELD INVESTIGATION REPORT
R & K Horse Farm, LLC
Page 4
The construction and filling of the spoil containment basin will result in the
disturbance of 37,500 square feet of high ground located outside the 75 feet wide
Estuarine Shoreline AEC.
Some short-term, localized turbidity will occur as a result of the dredging activity.
I
Submitted by: Ed Harrell
Revised Date: January 21, 2004
It Form DCM-MP-1
IMF u?? f? ?
?
APPLICATION DEC 1. 1 2.003
COASTAL IIANAGEMENT
(To be completed by all applicants) ELIZAg:TH CITY
b. City, town, community or landmark
Poplar Branch
1. APPLICANT
a, Landowner: Laurie DeGabrielle c/o
Name R & K Horse Farm
Address 7020 Currituck Road
City Kitty Hawk State NC
Zip 27949 Day Phone see agent
Fax
c. Street address or secondary road number
138 Gabbard Road /"4-,vi 'I-
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) Hog Quarter Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
C. Project name (if any) AEC #03-033
ATOTE: Permit will be issued in name of landowner(s), andior
project name.
2. LOCATION 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.
Maintenance dredue man made canal, bulkhead
canal with backfill (no wetland fill)
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
constriction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See attached project narrative
a. County Currituck Count-v,
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
Tract 1 = 23.6 acres
a. Size of entire tract Tract 2 =38.8 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
+/- 7 feet
d. Soil type(s) and texture(s) of tract
Conetoe loamy sand, Dragston loamy f ne sand and
Conaby muck
e. Vegetation on tract Loblolly pine, red maple, wax
myrtle, bayberry, black needle rush, saw grass,
Silverling, marsh elder, conllmon reed, giant
cord rg ass, .greenbriar, poison iyy_pasture grass
f. Man-made features now on tract two horse barns.
iun-in sheds, one story modular home, wood fencing
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 govenunent?
residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, ifapplicable)
Has a professional archaeological assessment been
done for the tract'? Yes X No
If yes, by whom9
k. Is the project located in a National Registered
Historic District or does it involve a. National Register
listed or eligible property?
Yes X No
Are there wetlands on the site'? X Yes -No
Coastal (marsh) X Other "404" wetlands
i
C 1..? '1..003
COW AL. v4ANAGEM-ENT
If yes, has a delineation been conducted'? No. Tom
Walker USACE met on site 8/12/03 to review bulkhead
area, no "404"wetlands determined in area of proposed
bulkhead.
(=Attach documewation, ifavailable)
in. Describe existing wastewater treatment facilities.
Existing on site septic system
n. Describe location and type of discharges to waters of
the state, (For exwnple, surface runoff, sanitary
wastewater, industrial/conunercial effluent, "wash
down" and residential discharges.) N/A
o. Describe existing drinking water supply source.
On site wells
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be subnutted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Anny Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
0
,rf1V
r- Form DCM-MP-1
4
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 James L. Mitchell
Address 112 S. Ashe Street
Phone Elizabeth City. NC 27909
Name Rebecca Tuger Roker
Address 116 Gabbard Lane
Phone Powells Point NC 27966
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.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public fiends
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
DEC -1. 1 )no3
G*Ab 1,-NL I?ANAGEMEN`P
ELIZABETH CITY
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
pen-nit 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 9th day of December , 2003
Print Name Roxanne D. Dorman
Signa.tuT`e. 1'Tc?* •-ti, .-?---
Landowner orAtithoiized Agernt
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Infonnation
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and elate each attachment in the
space provided at the bottom of each, form.
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
Lanuth Width Depth Depth
Access
channel
(MLW) of
(NWT.)
Canal
manmade
Boat
Basin
mammnfie
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
N/A -------- --------
Average 0.7' 2.5'
1750' width
'
20.3
Average
370'
3
2i h 1.6' 2.5'

N/A ------- ----- -------
N/A -------- ------ -------
N/A ------- ------- -------
N/A -------- ------- -------
Dl
JAN 04
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 2,700 c.yds.
b. Type of material to be excavated Silt/sand
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Horse pasture on tract 1 (see
attached plat)
b. Dimensions of disposal area 150' x 250'
Capacity of disposal area= 3,100 c.yds.
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Same location

0
Revised 03/95
.. Form DCM-MP-2
4 e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes X No
f Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
(north) 840' + (south) 810' = 1;650 feet
c. Average distance waterward ofMHW or NWL
Bulkhead aligmnent proposed along NWL (edge of
manmade canal)
d. Maximum distance waterward of MHW or NWL
Proposed bulkhead alignment not to exceed NWL
e,
f. Type of bulkhead or riprap material
Vinyl
g, Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead till
No fill below NWL
h. Type of fill material commercial grade suitable
highground sand
1. Source of fill material Commercial
source from highground
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
Shoreline erosion during preceding 12 months
N/A
(Source of
information)
RECEIVED
DEC; 1. 1 )003
COA :IA.. 4ANAGEMENT
Yes EI<ILAB?? OVA
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?
Yes X No
.5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Excavated material will
be contained within silt fence area on highground
(see attached plat)
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Small barge, excavator and pumps
c. Will wetlands be crossed in transporting
equipment? Yes X No
if _ves, explain steps that will be taken to lessen
environmental impacts. Bulkhead alignment does
not extend into wetlands
Therefore, this project does not propose crossing
wetlands
R & K Horse Farm, LLC
A Vlicant or ProWt Name
8wvu,,-
signature
12-G'C?
Date
a. Will fill material be brought to site? N/A
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for LAMA Major Permit,
Fonn 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
stntctures
proposed
Vinyl bulkhead to be constructed; excavated material to
be placed on highground outside AEC temporarily until
bulkhead is in place then spoil will be transferred to
backfill behind bulkhead
b, Number of lots or parcels 2 (Tracts 1 & 2)
c. Density (give the number of residential units and the units
per acre N/A
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Temporary spoil area 250'x 150'=
37,500 s.f; (outside 75' AEC)
Backfill for bulkhead 1,650'x --20'=
33,000 s.f.
TOTAL Disturbance = 70,500 s.f.
e. If the proposed project will disturb more than one acre of
land, the Divisioli of Land Resources nlust 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'? _ Yes X No
If Yes, date submitted N/A
f List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
No paved or concrete surfaces proposed
g. Give the percentage of the tract within 75 feet of rfl- W or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, roottops, or to
15P *101^
DEC a I M13
GOASI AL IKIANAUEMENT
ELIZABETH CITY
be used for vehicular driveways or parking. N/A
h. Projects that require a CAMA Major Development
Permit
may also require a Stormvater 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.
Existing on site septic system
j. Have the facilities described in Item i, above received
state or local yes
approval?
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down'
and residential discharges).
None
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Existing private well
in. Will water be Yes X No
Impounded? _
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
AEC #03-033
Icant or Project Name
Signature
L z-4t -off
Date
I
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 which relate to this proposed project.
a.
Dock(s) and/or Pier(s) N/A
(1) Commercial Private ` Community
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger 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 structure to adjacent riparian property
lines 300+ feet
(9) Width of water body
(10) Water depth at waterward end of pier at MLW or
NWL N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d. Bulkhead (e.g. wood. sheetpile. etc.) vinyl
(1) Length (north) Roo'
(Soath) 810'
Total length
1650'
(2) Average distance from NHW. NWL. or
wetlands Alignment landward of NWL
(3) Maximum distance beyond NiHW, NWL or
wetlands Alignment landward of NWL
e. Mooring buoys N/A
(1) Commercial

DEC 1 t 003
COA51 AL NANAGEMENT
ELIZABETH CITY
Private - Community
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
Width of water bodv N/A
Distance buoy(s) to be placed beyond shoreline
N/A
f Mooring stricture (boatlift, mooring pilings, etc.) N/A
(1) Connmercial Community Privai
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
N/A
AEC #03-033
A plicant or Project Name
Signature
t Z - ?c --a
Date
Oy, `
V
PROJECT NARRATIVE DEC 1 1 2003
R & K HORSE FARM, LLC - CAMA MAJOR PERMIT APPLICATION
Currituck County, North Carolina ELIZABETH COASTAL
ELIZABETH BETH CO CITY i
Y
The proposed project for R & K Horse Farm, LLC includes maintenance dredging a
manmade canal connecting Hog Quarter, bulkheading a portion of the north and south
sides of the manmade canal, and backfilling bulkhead on highground. Spoil from the
dredge will be located on the applicant's highground property adjacent to the canal
outside the 75'AEC. The purpose of the proposed activity is to stabilize a portion of the
existing canal from further erosion and continue historical use of the manmade canal by
motorized boat. Through the years material from the canal banks have eroded into the
canal along with silt accumulation through wind tides. During west winds portions of the
canal are completely dry restricting boat navigation. Local residents claim the historical
use of this canal was created back in the 60's when the adjacent area was harvested as a
potato fields. The canal allowed for export of potatoes harvested. Waterfowl hunters
also used the canal; a remnant duck pen lies within the canal adjacent to the boat basin,
which hunters used to contain live decoys. It is apparent, dredge spoil created years ago
from digging out a canal, is the highground area north of the existing canal, which has
been historically used as an access to the boat basin and duck pen.
A pre-application meeting was held on site August 12, 2003. AEC staff met with the
applicant Laurie DeGabrielle, Ed Harrell with the Division of Coastal Management and
Tom Walker with the US Army Corp of Engineers. Mr. Walker with USACE confirmed
the access road and turn around area by the boat basin did not fit the criteria of
jurisdictional wetlands, therefore it is considered highground. Mr. Walker also reviewed
the bulkhead alignment area where backfill is proposed and the location of the spoil area.
Mr. Walker confirmed that jurisdictional wetlands would not be impacted by the location
of the proposed bulkhead alignment, backfill and spoil area.
On October 15"' AEC staff met with Ed Harrell to take water depths within the manmade
canal and Hog Quarter. The proposed dredge ends at the point where the connecting
depth does not change. It was determined by observations of the survey crew and others
that the water depth at that time was approximately one foot above normal water level
(NWL). Since that time, AEC staff has confirmed the location of the NWL by revisiting
the site during times of no wind. No submerged vegetation (SAV's) observed during
times of field measurements and site visits. Lack of SAV's would be due to the silty
substrate of the canal bottom.
The existing water depth within the canal averages one foot. The proposed dredge depth
is 2.5 feet, to be consistent with the connecting depth at Hog Quarter. The existing water
depth within the boat basin averages 1.5 feet. The proposed dredge depth of the boat
basin is 2.5 feet. Dredge spoil from the proposed maintenance dredge will be
approximately 2,700 cubic yards. Proposed canal maintenance dredge length is 1,750
linear feet; dredge width varies 15 to 25 feet. Proposed boat basin maintenance dredge is
370 linear feet; dredge width varies 15 to 60 feet.
mm"' r 21 ..
"I
DEC 1 1 2003
A small barge with an excavator with pumps will be used to pump the dredge s `i MAR;MAGEMENT
proposed spoil location to be retained behind a pre-constructed berm area on Tract I. AEETM CITY
Berm area (spoil area) will be constructed using an excavator creating a berm three feet
above grade with a 3:1 slope creating a retaining area three feet below grade (excavated
area). The capacity of the bermed area is 3,100 cubic yards.
Equipment used for maintenance dredging will be an excavator, small barge and pumps.
A sediment curtain will be placed at the intersection of the manmade canal and Hog
Quarter before excavation begins. An excavator will be used to create the spoil berm
area. Hydraulic pumps, small barge and hand tools will be used to construct the
bulkhead. Bulkhead length is 1,650 linear feet (840' north side of canal, 810' south side
of canal). Construction of the bulkhead including backfill area will not impact wetlands.
Coastal wetlands will not be crossed during dredging as well.
Once the canal has been dredged and the spoil containment area has settled; bulkhead
construction will take place using the spoil material as backfill. The bulkhead alignment
will be located along the Normal Water Level (NWL), and not to exceed. No wetland
impacts proposed for the construction or backfill of the bulkhead. Proposed bulkhead
length on the north side of the canal is 840', proposed bulkhead length on the south side
of the canal is 810'; a total of 1,650 linear feet of bulkhead. The existing culvert at the
beginning of the bulkhead area will remain. This culvert connects the existing spring fed
pond to the canal. The water flow direction of the spring fed pond flows down into the
canal.
Total disturbance within the 30 foot buffer is excluded to the backfill area behind the
proposed bulkhead, which is approximately 20 feet wide and 1,650 feet in length
(approx. 33,000 s.f.). Proposed temporary highground disturbance (outside the 75'AEC)
is the location of the spoil containment area 37,500 s.f.

c
,
DCM % DWQ %
Development Type FEE (14300 1601 A35100093 1625 6253) (24300 1602 435100095 234 i
Private, non-commercial
I
.
development that does not Involve S250 100%(3250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
11. Public or commercial development
that does not involve the filling or S400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/orexcavalicn of up to 'I
acre of wetlands and/or open water
areas, determine if A. 8, C, or D
below applies:
III(A). For Private, non-commercial
development, it General water Quality $250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, If General water Quality 5400 100%(S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
Iil(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400 60% S240) 40% (5160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D If Genera Water Q lity
Corti tion No. 01 (see ttached) 00 60° (SZ40) 0% \1)
can no a applie
IV. For development that involves
the filling and/or excavation of more 5475 60% (S285) 40% (5190)
than one acre of wetlands and/or
open water areas:
ATLANTIC ENVIRONMENTAL 02-03
CONSULTANTS, LLC
252-261-7707 1148
POST OFFICE BOX 3266
KITTY HAWK, NC 27949-5266 Date ?'Z???? 6s-19/53D NC
Pay to the 4701 _
orderof ?.T ?? k-l
Dollars
BankofAmerica, . ACH R/r 053000106top - -
For {T? 0-3 -03-a N' tikt't e
ll:053000 L96l: 00069344 2075u•
.. 1 L 4 B
COIN c 5'
JOCK A ATLANTIC
OCEAN DIKE AROUND SPOIL AREA TO PREVENT v~ ~ a WASHBACK OF SPOIL MATERIAL TOP OF BERM
N. ~ ~ ~ ~ ~ 0 1.0' OF FREEBOARD ~
c - L.. ~---I N/F
a ~ TOP OF CONTAINMENT ®8.0 ~ I ~ A N e i- I I ( JAMES M/TCHELL „ pU'~, A
F I so\
POLA ° , '1~~- -I1-'- ~i~ BRAG 3 ~ ~ a_ ~a~..F
I I~ , _ I C I-I _ I E ~I ~ I° •
_ 3.0' \
4 0' DISCHARGE PIPE . ` \sA`~
\ R\
Z c o~ A N •ss-6F
y ~ DUCK ' - EX/ST/NG GRADf 0 APPROX/MATLEY 6' MATLEY 6 ..ell-r-i+~-r-- ~ \ ` .
1, O I~°i I 3.-._• i { I...._..~ ,e_.._ 1.._.._ I ~lI \
~ o ~ BOTTOM OF CONTAINMENT ®4' - - ~ -1 ~ --w° 1- - I_°~ ( ~ ~ I j~1 .e ~ I I~ I I
POWELLS y G ~ I I I~ I ° ° ! ~I ~ ~ I__... ~I I I I°_...I 11---I I
POINT ~I -~I ' ~~I I i~ ~ ! . ® ~ ~ 1 I I-Iii :m. - A.! i ~ ~ I___.E ,
. I___I _i i._. i ~ ~ ~ ~ ~ ~ I ~ ~ III ~I__~~..~._II,___III_!
ALBEMARLE ~ ~ I --rl I ;----III---1 I hI ; I-I ; I. ~a
SOUND • .w~.
B0~°E BACKFILL DISTURBANCE 20' . ' WIDTH VARIES 15' -35~ ~ ~ 3ANCE 20 BACKFILL DISTURBANCE 20' ~ '
SITE N.T.S. '150 11 N 26a4.
POINT HARBOR . '

EXISTING ELEVATION 6.5' r EXISTING ELEVATION 6.5~ .N ~ o
- w . . .
N.T.S. , ~ -'I ~ I.~ • BACKFlLL ~ - -
~ r BACKFILL DISTURBANCE 20' , ~~1! i~ _ 4 4 i! I ^I ~ ~ I ~l ~ ,m
0' NWL 0' ~I.~~I~ I
r'- r FINAL GRADE EXISTING ELEVATION 6.5' -:I r 1-
~ G GR TIE BACK ROD ~ I 1~s ~ . t0 iii I. •~o - EXISTING BOTTOM 3.5 . 3 L.. m i ~ .
I I~ i ~ h-- ~ ~
E ' y PROPOSED BULKHEAD ~ - - s..__I ~ DEP'f1~ Oi' MAIERIAi rb 9E: ~ ~ _ PROPOSED BULKHEAD ~ - I ~ ~ _ REM4~E9 VAR~S (O.b' ro 2.sy ~ ~ ~ ~I I I~° ~ . •
FILTER CLOTH
o rn~ • ' ,6
~ ' O ~ , ' .~j . ~ SHORELINE HOG QUARTER CREEK h
r' ~ S DREDGE VDWfJE NOTES PER PRELIMINARY SURVEY BY ~ ^j~`• 5/ti
r C ~ 6"X6" CANAL SECTiGNc CUMMINS SURVEI1NC ENTIII.ED f A! SECTION A-A - IJN~ a 1780 'SURVEY FOR BOB DEGABRIELLE
~ 9. AND LAURIE DEGABRIELLE . ~ N.T.S. -AVERAGE WIDTH ~ 20.3 FT. Pt'a' ro Pt'e'
' PER PC C-~ LlD 386 SHEATHING LAPPED -AVERAGE EXISTING DEPTH ¦ 0.7 FT.
' OR TONGUE AND GROOVE I? CANAL DREDGE VOLUME 2,375 CU.YDS.
Ins BOAT BASIN: - LINEAR FEET s 370 ' '
JN ION -AVERAGE WIDTH ~ 28.3 FT. i ~
0~ O I ~ e THIS CROSS SECTION IS TO BE USED FOR - AVERAGE EXISTING DEPTH s 1.6 FT. ~ ; o
I PLANNING PURPOSES ONLY• LEGEND BOAT DREDGE VOLUME 32b CU.YDS. ~ uJ, • o LEGEND ~ . 0 • ~.W
? ~ -P - PROPOSED AREA TO BE DREDGED 42,289 SF 2,700 CUBIC YARDS TOTAL DREDGE VOLUME s 2,700 CU. YDS. i ( ) i
o~ N.T.S. x -1.1- E x -1,1- EX. WATER DEPTHS i
~o ~ 639.5' ~ M I , : 556.4 S 87'15 21 W 824.68' ~Ic
4 N87'15'28"E 264. , \
coNC. S 8716 07 W 210.00' _ . - - 132.3 21y ~Ex. o Z ~ q~ •
SSHED 68.5' O ~ N N L 64.0--'~ ~ ~~LL JY:C ~I Z~ • ~ ~
o y TRACT 2 • ~ ~ ~•OS_
r; o / APPROX/AL4TE rnl~ f38.B AC I EX. ~ 404 WETLANDS ~ ~ ~ x ~1 ~Ic ~Ic . ~ Q,
~lllc. x - l.7 ~ ~ ~14t . ~ • r ~
N f w SHED ~ ~ ~Im (NOT SURI~E'YED) ~I ~ ~ D/ANNE S OWENS 4 ~ ~ • / x -1.3 ~ ~ ~ ~IVc ~
~ (OB ?09, PG 536) I 1 - ----J ~ C ~ ~ ` L! J '
~ ~ v, EX. 1 _ ~ o ~ . ffNCE ENCR. I 1 75' AEC UNE ~ 5 . ~x/snNC ~ ~
~ ~ '.a JI . BY 0.5T ~ _ _ _ _ _ - - - ~ N x- . _ ~ _ ~ ~ iti ~
~ ~ _ ; ~ ~ TRA T 4 1 1 " A / CANAL - ~ 30 B.•_ x 1.5
210.00 ~ _3Q _BUffER__.____- 2 b N 871521 E CNAJNUNK _ _ I.I FENCE _ • ~•ND OF PROPOSED ~ EMNANT x ULKHEApl~••..-•• - 3 oucxoEN
• / x , -1•~ J x -2.5 _ • CANAL -/.•r x -l. x - .s x 1..
~ ~ KHEAD 840 FT. ~t ~ ~ " _ OPOSED BUL NMt PROPOSED BULKH ~ p 89'18 00 W PR x -0.9 • ~ x _ 4 x -1.4 x -1.4 - ' •
~0 k63.28 x-. x-. - N 89'18 00 304.00 x -0. - - .8 . • 30' BUffER - _ - ~ x -1.0 S
x -0.4 x -0.5 _ aea.~r x - 30 BG y ~ N U ~ . - ~ ~ . ~ ^ x - PROPOSED BULKHEAD 810 F~ ~ O
FENCE ~ - - - - x 0; ~ ~ k~., 1---=_ = x ~ 1 BU~KHFA - I G~ 1 END OF PROPOSED _ ° ~ ~ - BULKH AD _
N 1 ~ r - - _ _1.- - - - - - N I l -E~,~ ~Ex. E I, , U; ~ ~ x~~ / ` CUL~~T ~yppD DREDGE INLET ~ ~ ~ Q ' ~ \ ~ G
w W WW ~ FENCE E SHED PoPE ~ ~ x~~ / 1 I _ 1,
V ~ - E s / ~ G.~,~~/ ~
I CU~RI / + 1 Ex. ~ , / N ~ l ' ~ ° ~ S• ~ i
/ ~ / VE EX. GATE x x ~ x. ~ qFc . ~Vl~
~ ~ / ~ R_ ~~E r //N w ' SO SHED 1 . X'' o E MA S r 1
1 ~ I / r N I / / ~ EX. r x ' 1 EX. wo 1, , ~ rRacr > ~ ~ ` ~ f23.6 AC PROPERTY LINE ALONG
/ N ~ ' I GATE - ~ , /f e r , Ex. I ~ppD ~o m EX. FENCE ~ 250 i' ~ NOG QUARTER CREfK i
LOT B . i • . ,~PUuS~-lN 1 0 o g ~ E.S. GALLOP B Wp0 x x ~ SNEO ~ N o k ° k ~ APPROX/MATE '
FENCE - - x o-0 7 / E.W. GALLOP r I y~o y 1 ~ N/f '.r EX. 1 ~~N ~ ~ 7 ~ "~0~" WETLANDS ~ ~ 1
(OB 481, PG 842) , . x ' POND I r~ ~ ~ HOUAN SUED. ~ APPROX/MATE COASTAL ~ 1 ~ WWETLAND LINE ~
1, ' x ~ ~ y 1 PC D, SL 68 ~ ~ 1 ~ ~ ~ • ~ ;
y.. I I ~ , • • ors I / 11 ~ I )
I I I I' EX. 1 • es.3e' 1 ~ •
I'.: I ~ ~ 1 W / I W/R~ k ~ C
LOT A y EX. I ~ ffNCE SHED x I 11228.31
I BARN 1 150 _ • I EX ~ 320.14' _ x _ . 1161 .84' (TOTAL TO POST) S 86 58 26 W
I WOr3DD I fENCf x
e I _x-
r r. - - x --I - SET CONC.
I I ~ o ~ I I I t N/F
x - I REBECCA TOGGLE ROKER
I I I __x_-- 3 1 - EX. I I t (DB 363, PG 796J
I wooD I Ex. ,o° 1
~ FENCE W000 I ~ x ~ W/R (
V x FENCE ~ ~ LOT C ~
I
I ~
I I SET CONC. I I I EX. I W000 I MON. 0 E/PP
I I
.
~ sEr oac. ~1 GRAPHIC SCALE
LION. EIOP ~ ~ ~ EX. 30 ACCESS ESAI . N / 100 0 50 100 200 4D0
4" P/PE TO ROKER PROPERTY 3 IN CONC. r- ; "E ~ /p l
~ R~ S13 23 02 E 38'(TIE) ~ CRUSHED ASPIC/o~, l
45 PWNA~ g8) 20.50' (TIE 365. ~ .~~y ~ M ~ -r ~ ROCK ROAD ~ (P.C. D, ( IN FEET )
\ / 1 inch = 100 ft.
f • GABBAR_D_..~-..
• ~ ~ DRAWING N0. N0. DATE REVISIONS
1 12/17/03 REVISED AS PER DCM COMMENTS
. _ . I T/ / I /T//1 rl /J //n /9 / /I /rl /T / / n /9 1 /1'0/ 11 T I I /T/'~ I / /1
`off y~ N.F GABS00 03-033 LAMA MA,IAOR PERK \ FE K M 11 A FFL I U A I I U N 2 1/21/04 REVISED AS PER DCM COMMENTS
\ \ /,rye (OB 115, PG 37d) 1
\ \ ,y~ (PC O, 5L 64) DRAWN BY
\ HUNTER RSE FARM, L. L. C. PO BOX 3266 KITTY HAWK NORTH CAROLINA Phone [phone] Fax: [phone]
ISSUE DATE A PARCEL OF LAND OF LAND NEAR SPOT E-Maly roxdorman@aol,com
EX, PA NAIL 0 CA INT. OF N. SPOT RD. do STONE LA, 11/18/03 DRAWING FILE: 03 033 SE N/F R.J. GEIS POPLAR BRANCH TOWNSHIP CURRIT
PLOT SCALE: 1 =100 D.B. 258, PG. 119 CURRITUCK COUNTY NORTH CAROLINA