20050575 Ver 1_Complete File_20050406

Permit Class b 'j C > 5 - Z 5
NEW C5ea _k?
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Permit Number
116-05
Coastal Resources Commission
C r mi t
D
for JUL 2 5 2005
X Major Development in an Area of Environmental b?W rn
pursuant to NCGS 113A-118 ?dZN031T FRB
RANCH
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Victoria E. Paul, 590 Candy Field Road, Pantego, NC 27860
Authorizing development in Beaufort County at adi. Pungo River, SR 1722, Belhaven
, as requested in the permittee's application dated 3/10/05, including the
attached workplan drawing (1), dated 1/26/05
This permit, issued on ,1111y 15,2(1(15 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Docking Facility
1) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non-water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2008
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Charles S. Jories, Director
'Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee
VJ
Victoria E. Paul
ADDITIONAL CONDITIONS
Permit #116-05
Page 2 of 3
3) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
4) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
5) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he/she abandons the : s
permitted activity without having it transferred to a third party.
6) This permit shall not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
7) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
Shoreline Stabilization
8) The bulkhead alignment shall be constructed along a straight line form the existing corners on the east
and west side of the project property.
9) The bulkhead shall be constructed prior to any backfilling activities.
10) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
11) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation or other land disturbing activities
is permitted except for that which may be required for the construction of the bulkhead wall, riprap,
deadmen cables, etc. This permit does not authorize any excavation waterward of the approved
alignment.
12) The backfill material shall be clean and free of any pollutants except in trace quantities.
13) The riprap shall not extend waterward more than 10 feet from the authorized bulkhead alignment at any
point along its alignment at the time of construction.
14) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the site by wave or current action.
15) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
Y
Victoria E. Paul
Sedimentation and Erosion Control
Permit #116-05
Page 3 of 3
16) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.)
17) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
General
18) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
19) All highground grading and construction shall be done in accordance with the attached workplan
drawings.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that the rules of the
Environmental Management Commission prohibit many non-water dependent activities within
50 feet of the normal water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3490 (DWQ Project No. 050575), which was issued on 515105.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200510785.
401 continents
Subject: 401 comments
From: Tom Steffens <[e-mail]>
Date: Mon,_ 02 May 2005 13:49:28 -0400
To: Cyndi Karoly <[e-mail]>
CC: Laurie Dennison <[e-mail]>, Debbie Edwards <[e-mail]>,
Kyle Barnes <[e-mail]>
the folowing projects have been entered into fp5:
05-0563 Vancroft Section II, Vanrack Inc
nwl4/nbr 6-Apr
HOLD - Applicant needs to provide information on total buffer impacts and
stormwater flow into the buffer. Site plans provided are unclear. ACE JD needed for
pond impacts
05-0492 Clearwater Ventures-Goose Creek SID
nw14 5-Apr
HOLD- applicant needs to provide copy of signed wetland plat from USAGE, and
supporting data for riparian buffer impacts ...ie; variance app or approval.
05-0575 Victoria E. Paul
dcm 4-Apr
Issue.n/c
05-0529 Robert and Janet Knight
dcm 24-Mar
HOLD- applicant needs to justify need for offshore sills, given rip rap
shoreline, No SAV study included with application.(required) Water depths submitted
w/application need verification with actual survey.
1 of 1 5/3/2005 9:27 AM

O?O? W AT ?RQG
W r
D
o - -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 5, 2005
Ms. Victoria E. Paul
590 Candy Field Road
Pantego, NC, 27860
Subject Property:
Off SR1722 on the west side of the Pungo River
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0575
Beaufort County
Approval of 401 Water Quality Certification (GC3490) with Additional Conditions
Dear Ms. Paul:
You have our approval, in accordance with the attached conditions, to dredge, place fill material within or
otherwise impact by shading 0.10 acres of waters and/or wetlands to construct a bulkhead with riprap,
pier and boatlift as described in your application received by the Division of Water Quality (DWQ)
Wetlands/401 Unit on April 6, 2005. After reviewing your application, we have determined that the
Division of Water Quality (DWQ) General Water Quality Certification Number 3490 covers these water
impacts. This Certification allows you to General Permit No. 198000291 when issued by the US Army
Corps of Engineers (USACE). In addition, you should get or otherwise comply with any other federal,
state and local requirements before you go ahead with your project including (but not limited to) erosion
and sediment control regulations and CAMA. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
Units Plan Location or Reference
404/CAMA Wetlands 0.10 (acres) DCIM Field Investigation Report
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Ntirrallif

Victoria E. Paul
Page 2 of 2
May 5, 2005
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3490.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), 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, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative $earings, 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
cr-?'-A 'Iao?
Alan W. Klimek, P.E.
AWK/cbk
Enclosures: GC 3490
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Jerol Selby, 5724 Sidney Road, Belhaven, NC, 27810
Filename: 050575 Paul(Beaufort)401
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Victoria E Paul
Project Number 05 0575
Recvd From APP
Received Date 4/6/05
Project Type Bulkhead
Regional Contact: tom steffens/Barnes
WQ Supervisor: al hndgp
Date:
County Beaurfort
County2
Region
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA ? O Y O N ? 29-34-(12) SA NSW 30,307.
O v O N F-- F_-F__F__ I-- F__
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) 352909 Longitude (ddmmss) 763647
Comments:
Issue n/c
Recvd By Region
cc: Regional Office Page Number 1
Central Office
d? CDAS7q??,?
0' 0 7
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
MEMORANDUM
TO: Ms. Cyndi Karoly
Division of Water Quality
Wetlands Unit r ` 1
FROM: Doug Huggett r`
Major Permits Processing Coordinator
DATE: 4 April 2005
SUBJECT: CAMA and Dredge & Fill Application Review
APPLICANT: Victoria E. Paul
By Jerol Selby, Agent
5724 Sidney Road
Belhaven, NC 27810
PROJECT LOCATION: Beaufort County
PROPOSED PROJECT: Applicant proposes to construct a bulkhead and place riprap on the
waterward side of the bulkhead. The bulkhead will be constructed from the corners of existing
bulkheads on neighboring properties, in a straight line, with an average alignment ±25' waterward of
the normal water level (NWL). The proposed riprap will be placed with a 2:1 slope with the
waterward toe averaging 10' from the proposed bulkhead. Applicant also proposes to construct a 6' x
200' pier with a 16'x 20'platform and a 4'x 36' finger pier around a 16'x 16' boat lift.
Please indicate below your position or viewpoint on the proposed project and return this
form by 25 April 2005. Please contact David W. Moye, at 252-948-3952, if you have any
questions regarding the proposed project. When appropriate, in depth comments with supporting
data are requested.
REPLY
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended
changes are incorporated. See attached.
This office objects to the proposed project for reasons described in the
attached comments.
Signed
Date
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.neY
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper
One
No liCarolina
,Yatimally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
2
3.
APPLICANT'S NAME: Victoria E. Paul
LOCATION OF PROJECT SITE: Off SR 1722, on the west side of the Pungo River, below Belhaven, at the
residential subdivision locally referred to as Ellis Cove, in Beaufort County, North Carolina
Photo Index - 2000: 108-1266; H-10 1995: 108-1145; G-7; 1989: 2-96-5; Q-12
State Plane Coordinates - X: 2,709,400 Y: 641,000
Pamlico Beach Quad. (upper left corner)
INVESTIGATION TYPE: CAMA and D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 3/23/05
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 3/23/05
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Limited Transition (uplands)
(B) AEC(s) Involved: EW, PTA, ES, PTS
(D) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - None at this time
(F) Type of Structures: Existing - Undeveloped lot
Planned - Bulkhead, riprap, and pier
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 3,000 ft2 1,544 ft2 (shaded)
Pun go River bottom

(C) Other
Uplands
(D) Total Area Disturbed: 0.1 acre or 4,544 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a bulkhead and place riprap on the waterward side of
the bulkhead. The bulkhead will be constructed from the corners of existing bulkheads on neighboring properties,
in a straight line, with an average alignment±25' waterward of the normal water level (NWL). The proposed riprap
will be placed with a 2:1 slope with the waterward toe averaging 10' from the proposed bulkhead. Applicant also
proposes to construct a 6'x 200' pier with a 16'x 20'platform and a 4'x 36' finger pier around a 16'x 16' boat lift.
Victoria E. Paul
Pungo River
Beaufort County
Project Setting
The project site is located off SR 1722 on the west side of the Pungo River below Belhaven
at the residential subdivision locally referred to as Ellis Cove in Beaufort County, North Carolina.
The project site is a wooded undeveloped 0.39 -acre residential lot with ±120' of natural shoreline
with no man made shoreline stabilization i.e. bulkhead or rip rap. The lot is vegetated primarily
with various large oaks, loblolly pines and red maple trees. The under story consist of various vines
and shrubs. There is a ±5' high erosion escarpment that transitions to a sandy estuarine beach at the
normal water level (NWL). Both adjacent waterfront properties are developed with single-family
residences. The developed property downstream of the project site has a ±150' long pier. The
shorelines on adjacent properties are stabilized with bulkheads. The bulkhead return wall on the
downstream side is 30' long while the bulkhead return wall on the upstream side is 20' long. Water
depths offshore are shallow with a sandy bottom substrate. Water depths are approximately 2.5'
200' offshore the NWL and 8" to 12" between the bulkheads on adjoining lots. The presence of
submerged aquatic vegetation (SAV) was not observed at or near the project area although this
observation was made recently during a dormant period for SAVgrowth. The Pungo River at this
location is designated as SB NSW by the Environmental Commission, Coastal Waters by the
Division of Marine fisheries and is open to shell fishing.
Project Description
The applicant proposes to construct a bulkhead from the corners of existing bulkheads
on neighboring properties, in a straight line, with an average alignment ±25' waterward of the NWL.
The maximum distance between the proposed bulkhead and the NWL is ±30'. The proposed
bulkhead will be backfilled to the ±5' high erosion escarpment. The proposed riprap will be placed
with a 2:1 slope with the waterward toe averaging 10' from the proposed bulkhead. The applicant
also proposes to construct a 6' x 200' pier with a 16' x 20' T-head platform, and a 4' x 36' finger
pier around a 16' x 16' boat lift.
Project Impacts
The project as proposed will result in the filling of ±3,000 ft2of shallow water habitat in the
Pungo River. The There will be some short-term localized turbidity associated with the construction
activities.
Steve Trowell - Washington Regional Office - 23 March 2005
SELBY LAND CONCEPTS
5724 Sidney Road
Belhaven, NC 27810
252-964-4171 / FAX [phone]
March 11, 2005
N. C. Dept. of Environment and Natural Resources
943 Washington Square Mall
Washington, NC 27889
Attention: Steve Trowell
Reference: Victoria E. Paul
Woodstock Pt. Sub-Division
Dear Mr. Trowell:
Enclosed is a Major CAMA Dredge and Fill Permit Application for the construction of a
wooden bulkhead and rip rap on site on an undeveloped residential lot owed by Victoria
E. Paul located off SR 1722 at Woodstock Pt. Sub-Division on the Pungo River near
Belhaven in Beaufort County, North Carolina.
The bulkhead project will be to construct the proposed bulkhead in a straight line from
the corners of bulkhead on adjoining properties. The bulkhead alignment will average + -
25 ft. waterward of the normal water level. Dragline mats will be used to facilitate the
movement of a trac hoe while driving the bulkhead sheets. The rip rap is to be placed
once the bulkhead is constructed. Rip rap is proposed to be placed at a 2'/1' slope with
an average alignment of 10 ft. waterward of proposed bulkhead.
The area landward of the proposed bulkhead will be backfilled to the + - 5 ft. high
erosion escarpement. The area will then be planted with typical yard grass such as
Centipede and or St. Augustine.
Also proposed is a 6 ft. x 200 ft. pier with a 20 ft. x 16 ft. T-Head platform, 4 ft. x 36 ft.
finger pier around a 13 ft. x 13 ft. boat lift.
The application package has been sent certified mail return receipt requested to the
adjacent landowners. The required signed green cards will be submitted to your office
when received by me.
Sincerely,
7- L
' Jerol Selby
Form DCM-M1P-1
Ar.ic L AcCA7rRON
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
b. City, town, community or landmark
P c, I I?? Ud_ ?-,
c. Street address or secondary road number
S1? 1'7.77,2-
Name V )'G-62 r Ct_. C, ?Q la
Address _6-q pa a ndC r1,C.1(j e??d o -J City an c State G
Zip 2 U Day Phone
Fax
b. Authorized Agent:
Name G? }? V
cJ I
Address 5 22
City ho. Ge r) State ?V
Zip 2 -7 Day Phone 252 -064 _41-7
Fax Z - - L (p 6(,o
1
c. Project name (if any)
NOTE: Perrrat will be issued in name of landowner(s), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT '
a. County ' -Bea P.4.-' ov?
d. Is proposed work within city
jurisdiction? Yes 1' is or planning
No
e. Name of body of water nearest roject (e.g. river,
creek, sound, bay) !nQ Q ,i U ' ii'
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 fillip activities.
(inn 'fir tk Ct d
1 [go ?
c: 4r- o ,-)i- Off- cq t
b. Is the proposed activity maintenance of an existing
project, new work, or both? N e,t y woe k
c. Will the pro,' be for public, private or commercial
use? 7'r 1, U n , &?-
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. L' O ?f Y (A . .
Grp5s -H &, P6 c gad,
Y
rL--? ct, p
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract . UI a rP
b. Size of individual lot(s) Lai-
Approximate el vation of tract above MHW or
NWL ?5 - -1-0
d. Soil type(s) and texture(s) of tract
S C? n c,t (? tx.,?t
e. Vegetation on tract 11'?f 1?? ?1?. 5
n1d S hru_bs?
f. Man-made features now on tract IV Q N F
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
Developed
Rural
V Transitional
Community
Other
h. How is the tract zoned by local government?
rlr. -t- z6)ned
i. Is the proposed project consistent with the applicable
zoning? Yes No
(Attach zoning compliance certificate, if applicable) [VIA
j•
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 eli ' le property?
Yes No /
1. Are there wetlands on the site? Yes v No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
archaeological assessment been
Yes No
m. Describe existing wastewater treatment facilities.
0 n a e--
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.)
6u y-4&c%. (? n 1- 0
o. Describe existing drinking water supply source.
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.
10 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 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
Form DCM-MP-1
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 testified mail. Such landowners must be advised
that they have 30 daystin 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 Y 5
Address J PQ 6? Q Y_ 169 q:2 ° n N .7W9
Phone 250- c p- 5 4 5 q
Name -T_h o trr S . 4=1 I,(
m v'?
Address ti o(o e nP -+ "tr) rhn ra ,. NC' 978?4;,
Phone Z s_ - P-;t 3 -- RAJ 4? 3
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.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the U day of
?
Print Name -YI 0 'G 1-43
Signature
wncr or Aphorized Agau
Please indicate attachments pertaining to your proposed
project.
ZDCM MP-2
_ DCM MP-3
_ DCM MP-4
_ DCM MP-5
_ DCM MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and dare each attachment in the
space provided at the bottom of each form.

Form DCM-MP-2.
IE?YCAA7Cff ON AND FILL
(Except bridges and culvwts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03195

1. EXCAVATION A-
a. Amount of material to be excavated from below
MHW or NWL in cubic yards A10 n P,
b. Type of material to be excavated _ Afntl e?
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes ? No
d. Highground excavation in cubic yards N6h f-
2. DISPOSAL OF EXCAVATED
MATERIAL N / A-
a. Location of disposal area
b. Dimensions of disposal area _P/./ A-
c. Do you claim title to disposal area? d J 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 g r A
If yes, where?
Form DCM-MP-2
e. Does the.disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No NIA-
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilizat'on
? Bulkhead Riprap
b. Length 101 D" 4
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level` C1
(1) Riprap
(2) Bulkhead backfill I I I
h. Type of fill material ?;Gl hrl M) 4 114
i. Source fill material C r7? 6 - PET /hill ed
b/? .ti d 1'h t` n - L-(:) ,l
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) N1?
a. Will fill material be brought to site?
Yes No

If yes-,
(1) Amount of material to be placed in. the
water
(2) Dimensions of fil area
(3) Purpose of fill A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/
If yes,
(1) Dimensions of fill area IVfN
(2) Purpose of fill NZA
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion co trolled? H kh yc-tt (?on;f?uC?c'a
13P ' re, ' It r` S' n lar?? ,.. Slo,?,.
Phrp ri r)toegSgArUy
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
!JDU CYI to IYLt(°'?s
C.. Will wetlands be crassed in transpgkting equipment
to project site? Yes L,- No
if yes, explain steps that will be taken to lessen
environmental impacts.
uate
400 copies of this public document were printed at a total cost of $11.00 or $ .03 per copy.
Revised 03/95
Form DCAi-MP-4
S(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/o Pier(s
(1) _ Commercial -Community Private
(2) Number l
(3)
a 0?'
Length
(4)
(5) Width Co '
Finger Piers Yes No
(i) Number
(ii) Length 3 fo
(iii) Width
(6) Platform(s) Yes No
(i) Number I
(ii) Length ) (0
(iii) Width D '
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines .- 3 0
(9) Width of water body oZ -7Cbi?I e S
(10) Water depth at waterward end of pier at
MLW or NWL ? , S
b. Boath ouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d? A-
d. Breakwater (e.g. wood, sheetpile, etc.) I/ f 4
(1) Length
/
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys I IA
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure oatlift mooring pilings, ems)
(1) _ Commercial -Community ?Private
(2) Number
(3) Length l.3 '
(4) Width 13
g. Other (Give complete description) 91A

Applica r Project e ?,?
j ure
Date
uo.,c?o,? nzioc
264
ama ermi a
16; \unual seater depth 2.5'
. o s an
1709 o s r 4, 'R 16;~p
for ~,o~ T
-S, •
1C Orla aU X Normal Neater depth 2.0'
°s Woodstock Point Subdivision ~~Ux wo
~ ~ Bath Townshi Beaufort Count NC p~ Y~ a v
e Ihaven~ ~o Proposed new pier z
Drawn =1126/2005 ~ •v X \mmal tlatcrdepth 1.5'
" B = B ant Hardison PLS
Y
Scale : 1" = 40'
177g Set Iron Pipe O
y
existing rip rap ~ ~ 6 Of0
(753 e ~ / ~ ~/1 /
~ n~x~ ~ ~ ~ i c9 PungoRiver .x ` ~ j/
i, s i ~ Surveyor s Notes 0 0 ~ , f, x
X \orYnal iratcrdcpti; 7.U' Proposed new bulkhead j
All Distances are horizontal round. 2„ ~ ti a~;,. ~ f d Prop g A. ~ , 8,~ ~a ~ ~ ~ f ~ ;
~~-,5 Area by coordinate computatlons. a~ ~P~ ~ , ~ Slte ~ ~ ~ / 1722 ' 70 Subject to all easements, zoning regulations, or restrictive covenants of f / ~ `f;.
, ro. ~ ~ record, ~ ~ , x~/
i , / Set Iron Pipe j~
~ ~ , , ;7;~ ~ ^
" SetlronPipe o,39 Acres z_
9~x~ From Point of Beginning
71'.
123 Bearing Distance ~~o
S 46°38'25" W ~ 2A, ~0~ 390.70 ~y j ~ Ex. stake
S 50°48' 40" W 485.11 ' ~o ~p 0~ 00
S 74 34 10 W 295.19' ro ~ ~ ~a o~~
~ ~ N 82°27'05" W 362.02' D~
Q S 19°32'35" W 1485.28'
Location Sketch To SR 1722 Woodstock Road
Ex. Iron Pipe
Ex. Iron Stake
200' total length
roec i e ro ie
i ti'
Drawn=
_ ar ison
tt_ t
ca e -
Boat lift section Pier ical section
Bulkhead / Backfill section
Ex. Iron Pipe
Proposed new Point of Beginning
Mean ground level Salt treated
bulkhead Ri Ra 2'/l' slo a Proposed new pier P P P 22t
proposed grade
1'
\ 2..
5, ~

~ ~ `Ar ba 1 3'6" ~
/ 4'
NWL
~ 1' 2' 21
8'
4'
4' 4'
Average 25'
10'
14" 14"
8' 8' piling piling
Bulkhead