20060648 Ver 1_COMPLETE FILE_20060413

6.:TF
DEPARTMENT OF THE ARMY O u _ ?u o
WILMINGTON DISTRICT, CORPS OF ENGINEERS I D
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
July 19, 2006
Action ID No. SAW 2006-32062-016 and State Permit No. 108-016
Tim Stephens
609 W. James Street
Lillington, North Carolina 27546
Dear Mr. Stephens:
oC?[=Q?? p

Reference your application for a Department of the Army permit to excavate an 18' x 28'
boat basin, maintenance excavate a 21' x 30' area, construct 130' new bulkhead and 13' x 13'
boatlift, at 318 Easy Street, in Cape Carteret, Carteret 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 (enclosed).
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 me at the Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
vV
Henry icker, Project Manager
Wilmington Regulatory Field Office
Enclosure
Copies Furnished:
Ms. Cyndi Karoly
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 Section - Region IV
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
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pete Benjamin
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
NUTS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Ms. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal
Management
400 Commerce Avenue
Morehead City, North Carolina 28557
f -4
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
r?,i7 `
!y
D„?= L t Coastal Resources Commission
1111% rt
J
UL 1 A± 2006 er I
J
Permit Number
108-06
UU4
2
JEr.s? vvPJER QUAL11Y for
irElL""=?5;v'DST<<Bdi?T?Rrly?"C!i X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Tim Stephens; 609 W. James Street, Lillington, NC 27546
Authorizing development in Carteret County at Bogue Sound, 318 Easy Street, Cape
Carteret , as requested in the permittee's application dated 3/10/06 (NIP-1), 3/31/06
(MP-2), & 3/27/06 (MP-4) including the attached workplan drawing (1), dated revised 3/31/06
This permit, issued on July 11, 2006 , 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.
Excavation
1) Excavation shall not exceed =3.5 feet below the normal low water level. In'no case shall the depth of
excavation exceed the depth of connecting waters.
2) No excavation shall take place outside of the area indicated on the attached workplan drawing.
3) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
4) An earthen plug shall be left between the inland basin and the man made canal until all excavation
activities landward of the plug has been completed. In order to prevent sedimentation in adjacent waters,
24 hours should be allowed to elapse before the plug is removed.
(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
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Cha s . Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
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
^- l
Tim Stephens
ADDITIONAL CONDITIONS
Shoreline Stabilization
Permit #108-06
Page 2 of 4
5) The alignment of the permitted bulkhead shall be staked by the permittee and approved on-site by a
representative of the Division of Coastal Management.
6) The bulkhead shall be constructed prior to any backfilling activities.
7) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
8) A silt fence shall be properly installed immediately landward of the bulkhead cap immediately following
-completiorrof backfilling activities.--
9) The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal.sheet piles or other
suitable materials approved by Department personnel.
10) 'No backfill material shall be placed within 30 feet of the normal high water level, except that which will
be used to backfill the area behind the permitted bulkhead.
11) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
12) The fill material shall be clean and free of any pollutants except in trace quantities
Spoil Disposal
13) Any change in the location of the spoil disposal area shall be approved by a representative of the
Division of Coastal Management prior to the initiation of any excavation.activities.
14) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
15) No spoil material shall be placed within 30 feet of the normal high water line.
Docking Facility
16) The boat lift pilings shall have a minimum setback distance of 15 feet between any parts of the structure
and the adjacent property owner's riparian access corridor.
17) 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.
f -"ii,
Tim Stephens

Permit #108-06
Page 3 of 4
ADDITIONAL CONDITIONS
18) Unless specifically altered herein, 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 shall be conducted on, in or
over public trust waters without permit modification.
19) 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.
20) 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 abandons the
permitted activity -.without having it transferred to a third party.
21) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall 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.
General
22) All disturbed areas, including, the disposal area, shall be properly graded and provided a ground cover
sufficient to restrain erosion within 30 working days of project completion.
23) All material resulting from the removal of the existing pier shall be placed on an approved upland
disposal site.
24) 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.
25) The West Indian Manatee (Trichectts rnnriatus), which is listed as a federally endangered species, has
been reported in North Carolina waters. In order to protect the `'Vest Indian manatee all work should be
done during the period from November 1 to May 31. If work must be done during the period from June
through October the enclosed guidelines, entitled "Precautions for General Construction in Areas Which
may Be Used by the West Indian Manatee in North Carolina" shall be followed.
fflilk. 1.
Tim Stephens
ADDITIONAL CONDITIONS
Permit #108-06
Page 4 of 4
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 many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
060648.
NOTE: - The-U.S. Army--Corps-of-Engineers has assigned the-proposed project COE- Action -Id. No.
200632062.
?DF WAT?c9Q
co r
o c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 15, 2006
Mr. Tim Stephens
609 W. James Street
Lillington, NC 27546
Subject Property:
Tim Stephens' Property
318 Easy Street, Cape Carteret
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Stephens:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 060648
Carteret County
You have our approval, in accordance with the attached conditions and those listed below, to excavate
140 square feet of Coastal Wetlands and to maintenance dredge 600 square feet of open water for the
purpose of constructing a 130' bulkhead, a 18' x 28' boat basin and a boat lift at the subject property, as
described within your application dated March 27, 2006 and received by the N.C. Division of Water
Quality (DWQ) on April 13, 2006. After reviewing your application, we have decided that the impacts
are covered by General Water Quality Certification Number 3400 (WQC 3400). The Certification allows
you to use the CAMA Major Permit when issued by the Division of Coastal Management. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge,
and stormwater regulations. 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 CANIA
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
Stream NIA (feet)
Coastal Wetlands 140 (square feet) Boat Basin
Open Water 600 (square feet) Maintenance Dredge
Buffers N/A (square feet)
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Servicel-877.623-6748 One
FAX [phone] Internet: www.ncwaterquality.org NorthCarolina
Naturally
Mr. Tim Stephens
Page 2 of 3
May 15, 2006
2. Erosion & Sediment Control Practices
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
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 Pre-Construction Notification. 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.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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.
5. 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.
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-water&-as-de*ted4 your-app}ieatiorrani as-authorized-by-thisCertification smolt-expife upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
Mr. Tim Stephens
Page 3 of 3
May 15, 2006
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 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 Noelle Lutheran in the DWQ Wilmington Regional
Office at 910-796-7405 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
AWK/nml
Enclosures: WQC 3400
Certificate of Completion
Sincerer,
t? Alan W. Klimek, P.E.
cc: Kathy Vinson, PO Box 4190, Emerald Isle, NC 28594
Henry Wicker, USACE Wilmington Regulatory Field Office
Ian McMillan, DWQ 401 Oversight Unit, Raleigh ..
Noelle Lutheran, DWQ Wilmington Regional Office, File Copy
Central Files
Filename: 060648.may06
THIS I? T
A CAMA F???fiNlT
MA`(1 9 Z.DOG
V STORM`NP RCN
WETLk" pN
THS ISNOT WQC #3400
A CAMA PERMITCAMA PERMIT CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF
COASTAL MANAGEMENT AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with requirement of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 213 .0200 for the discharge of
fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B.0200. This Certification replaces Water Quality Certification
Number 3025 issued on September 6, 1995, Water Quality Certification Number 3112 issued on
February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water
Quality Certification Number 3371 issued March 18, 2002. This WQC is rescinded when the
Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by
the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with conditions hereinafter set forth.
Conditions of Certification:
1. Activities authorized by CAMA major permits require written concurrence from the
Division of Water Quality as well as compliance with all conditions of this General
Certification;
2. Activities authorized by Coastal Area Management Act (CAMA) Minor or General
Permits do not require written authorization from the Division of Water Quality as long
as they comply with all other conditions of this General Certification;
3. In accordance with North Carolina General Statute Section 143-215.3D(e), any
request for written concurrence for a 401 Water Quality Certification must include the
appropriate fee. If a project also requires a CAMA Permit, one payment to both
agencies shall be submitted and will be the higher of the two fees. The fee shall be
collected and distributed between the two agencies in accordance with agreements
reached between the Division of Water Quality and the Division of Coastal
Management;
4. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the
Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made for any Certification for
this Nationwide Permit. The most current design and monitoring protocols from DWQ
shall be followed and written plans submitted for DWQ approval as required in those
protocols. When compensatory mitigation is required for a project, the mitigation
plans must be approved by DWQ in writing before the impacts approved by the
--Certification-occur.-Tharnitigation plan must be tmptemented-andfor constructed-- - -
before any permanent building or structure on site is occupied. In the case of public
road projects, the mitigation plan must be implemented before the road is opened to
the travelling public;
WQC #3400
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial
but also intermittent stream impacts that require application to DWQ in watersheds
classified as ORW, HOW, Tr, WS-I and WS-II unless the project is a linear, publicly-
funded transportation project, which has a 150-foot per-stream impact allowance;
6. Impacts to any stream length in the Neuse and Tar-Pamlico River Basins (or any
other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence from DWQ in accordance with
15A NCAC 2B.0200. New development activities located in the protected 50-foot
wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar-
Pamlico River Basins shall be limited to "uses" identified within and constructed in
accordance with 15A NCAC 2B .0200. All new development shall be located,
designed, constructed, and maintained to have minimal disturbance to protect water
quality to the maximum extent practicable through the use of best management
practices. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification;
7. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored after the Division of Land Resources has
released the project;
8. If an environmental document is required, this Certification is not valid until a Finding
of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
9. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion
Control Planning and Design Manual" or the "North Carolina Surface Mining Manual"
whichever is more appropriate (available from the Division of Land Resources (DLR)
in the DENR Regional or Central Offices) shall be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with
the appropriate turbidity water quality standard;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact
with freshwaters of the state until the concrete has hardened;
11. Additional site-specific conditions may be added to projects which have applied for
CAMA major permits which are proposed under this Certification in order to ensure
compliance with all applicable water quality and effluent standards;
12. When written concurrence is required, the applicant is required to use the most
recent version of the Certification of Completion form to notify DWQ when all work
included in the 401 Certification has been completed;
13. Concurrence from DWQ that this Certification applies to an individual project shall
expire three years from the date of the cover letter from DWQ or on the same day as
the expiration date of the corresponding General Permit 198000291, whichever is
sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
--------s a resu t-rn-revocation of -this-Certification-for the project and may result in criminal andCor civil
penalties.
WQC #3400
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek
Director
WQC # 3400
V Certification of Completion
DWQ Project No.:
Applicant:
Project Name:
County:
Date of Issuance of Isolated Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Agent's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
.-substantial r,ompliance-and_intenL-of-the 40LAVater-Quality-Cer-tification-and-Buffer- Rules,--the-approved-plans-and-------
specifications, and other supporting materials.
Signature: Registration No. Date
401 Projects
Subject: 401 Projects
From: Patricia Collins <[e-mail]>
Date: Wed, 17 May 2006 10:14:54 -0400
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>, Doug
Huggett <[e-mail]>, [e-mail]
The following projects were issued 401 permits on 05/15/06:
2006 0534, 6535 Carolina Beach Road, New Hanover County
2006 0648--CAMA, Tim Stephens, Carteret county
Thanks,
Patricia Collins
Administrative Assistant
N.C. Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection Section
Wilmington, North Carolina
Phone: [phone]
Fax: [phone]
1 of 1 5/17/2006 11:35 AM
Q kA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., secretary
20060648
April 11, 2006
A
MEMORANDUM: D
APR 1 3 2006
TO: En Ms. onmental Biological Supervisor FT'S
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAXLVDREDGE & FILL. Permit Application Review
Applicant: Tim Stephens
Project Location: Carteret County: Adj. to a manmade canal off Bogue Sound at 318 Easy Street,
Cape Carteret, NC.
Proposed Project: The applicant proposes to excavate an 18' x 28' boat basin and maintenance
excavate a 21' x 30' area. A new 130' bulUiead would stabilize the shoreline and a
13' x 13' boatlift would be placed in the basin
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
may 02, 2006. If you have any questions regarding the proposed project, please contact Ryan Davenport 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.
Tlus 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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recyded 110% Post Consumer Paper
DCM %. DWQ %.
Development Type FEE (1430016014351000§3 1625 6253 243001602 435100095 2341
1. Private, non-commercial
development that does not involve S250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:

It. Public or commercial development +r
that does not involve the rifling or $400 100% ($400) 0%($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
111(A). For Private, non-commercial
development, if 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 $400 100%($400) 0%($0)
Certification No.3301 (see attached) ,
can be applied:
III(C). It General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 60%($240) 40% (S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
111(0). If General Water Quality
Certification No. 3301 (see attached) 5400 60%($240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%(S285) 40%($190)
than one acre of wetlands and/or
open water areas:
Y
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Tim Stephens
2. LOCATION OF PROJECT SITE: The site is located at 318 Easy St. adjacent to a man made
canal off of Bogue Sound in Cape Carteret, Carteret County.
Photo Index - 2000: grid 39-494 (N4)(04) 1995: grid 39-475 (01)
State Plane Coordinates - X: 2852993.610 Y: 347934.902 Rover # J040617B
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/6/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - cc 4/4/06
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Cape Carteret, Certified 1998
Land Classification From LUP - Urban Transition, Conservation
(B) AEC(s) Involved: EW, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic System
Planned - N/A
(F) Type of Structures: Existing - Single Family Home, Dock
Planned - New Bulkhead and Boat Basin
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
nPvnr_Fn FTT.T.F.n INCORP
(A) Shallow Water Habitat 600 ft2
(B) Coastal Wetlands 140 ft2
(C) High Ground 336 ft2
(D) Open Water 169ft2
(D) Total Area Disturbed: 1,245 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: No

8. PROJECT SUMMARY: The applicant proposes to excavate an 18' X 28' boat basin and
maintenance excavate a 21'X30' area. A new 130' bulkhead would stabilize the shoreline and a 13'X13'
boatlift would be placed in the basin.
Page 02
Stephens
9. Narrative Description:
The project is located at 318 Easy St. located in the Town of Cape Carteret, Carteret County. Easy St. is
located by turning onto Bayshore Dr. off of W.B. McLean Rd.(Hwy. 24). A left is then taken onto Edgewater
Ct. which dead ends into Easy St. A man made canal off of Bogue Sound borders the property to the west.
Mr. Stephens lot is 13,178ft2 in size and averages 4' above mean sea level. Currently there is a single family
home on site with all utilities existing. Currently there is no shoreline stabilization. A small dock extends off
of the shoreline but will be removed. The high ground is landscaped with various shrubs and. upland grasses.
North of this lot is a single family home. To'the south is a single family home with a basin and boatlift in
place. There is a 3'-5' fringe of Smooth Cordgrass(Spartina alterniflora) present along the shoreline of the
subject property. The canal js ±30 ft wide at this location. The substrate of the canal is sand and mud.
The Town of Cape Carteret's Land Use Plan classes this area as Urban Transitional and all associated AEC's
as Conservation. The N.C. Division of Water Quality designates Bogue Sound as SA Waters, with the
subcategory of Outstanding Resource Waters. This canal is not a primary nursery area as designated by the NC
Division of Marine Fisheries. The canal is closed to the taking of shellfish for consumption. There are no
disclosed archaeological sites on the property.
10. Proiect Description:
The applicant has applied to excavate an 18'X28' boat basin from high ground and maintance excavate an area
21'X30' from a man made canal. This would involve cutting through a thin fringe of Coastal Wetlands. The
shoreline would be stabilized with a 130' bulkhead. A 13'X13' boatlift would be placed in the basin
The excavation of the 18'X28' basin would involve the removal of 75 yd3 from high ground. Maintance
excavation in the canal would involve the removal of 35 yd3 from below NHW. Current soundings within
the canal range from -.1' to -3.6' at NLW. The boat basin would be excavated down to the connecting water
depth -3.5'NLW. This would be accomplished with an excavator from shoreline. Spoils will be deposited
onsite at a distance of 30' landward of NHW. The area available for spoils is 1,528 ft. The applicant
proposes to stabilize the shoreline with a 130' bulkhead. The bulkhead would be built landward of all
remaining Coastal Wetlands. Once the shoreline has been stabilized a 13'X13' boatlift would be placed in the
basin
11. Anticipated Impacts
The proposed maintance excavation would disturb 600 ft' of shallow bottom habitat and cause a temporary
increase in turbidity. The proposed basin would involve the removal of 140ft2 of coastal wetlands and 336ft,
of high ground. A silt fence would be placed around the spoils to prevent runoff to adjacent Coastal Wetlands
and Estuarine Waters. The boadift would incorporate 169ft2.
Ryan Davenport April 7, 2006 Morehead City
PROJECT DESCRIPTION - revised 3/31/06
Tim Stephens
318 Easy Street
Cape Carteret
Carteret County
APR 0 4 2000
Morehead City DCM
The proposed project will serve a single-family residence located at 318 Easy Street,
Cape Carteret, North Carolina. The project consists of excavation of a boat basin to
accommodate two boats, installation of a vinyl sheet pile bulkhead, and installation of a
boatlift. An existing dock located on'the property will be removed.
The proposed highground boat basin will measure 18' x 28' and will be located adjacent
a man-made canal connected to Bogue Sound. A backhoe-type excavator will remove a
total of 110 cubic yards of sand and mud. The spoils will be deposited on the project site
in an area located more than 30' from the shoreline. A sediment fence will be utilized to
contain the spoils. The area to be excavated contains a very small fringe of coastal .
wetlands.
The bulkhead will measure 130 linear feet. A boatlift with pilings spaced 13' x 13' will
also be installed.
Tim and Linda Stephens
609 W. James Street
o,
Lillington, NC 27546
September 26, 2005
Mr. Charles S. Jones, Director
NC Department of Environment and Natural Resources
Division of Coastal Management
400 Commerce Drive -
Morehead City, NC 28557
Dear Mr. Jones,
I hereby authorize Kathy Vinson, AICP and John Freshwater, PE to represent me and
apply for CAMA permits to develop my property located at 318 Easy Street, Cape
Carteret, NC 28584. This authorization extends to all required permits and authorizations
required by local, state, and federal agencies that may be required as part of the
permitting process.
If you have questions or need additional information, please contact me at 910-893-5450.
Sincerely,
Tim Stephens
Form DCM-M -1
ATIO
API'IL1I
Ct 0' 0 a To lEe completed by all applicants)
b. Citytown, community or landmark 3
1. APPLICANT
c. Street address or secondary road number
a. Landowner:
d. Is. proposed work within city limits or planning
Name T/ r?v? ???? ti e h s - jurisdiction? Yes No
Address T4 M S s tL . e. Name of body of water nearest project (e.g. river,
City -P74 1-40 Ai State creek, sound, bay)
Zip A 7 s Day Phone Ild - F9 3 - S?{SU
Fax IV -1/4
b. Authorized Agent:
!/? DSO h
Name Q Z414
cJ .
Address PO, &c) x' ql 9 D
City E moo ro / State /V e__ _
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.
?ir [+a Ua ?4?,,. n-? .6oa.7t- bas i'
O i n u 1 /n
'9 9. zip Day Phone42a , a" g? is the proposed activity maintenance of an existing
project, new work, or both? Y-9P14J
Fax c?3S - 3SV -'Mee
c. Project name (if any) Z64-
IYOTE.• Permit %W be issred in now of h ndo,Mer(s), and/or
proied name.
c. Will the project be for public, private or commercial
use? P i i1c7 'A
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. .e e g -/f - C I, w, e'vt7
2. LOCATION OF PROPOSED
PROJECT
a. County a r e-,""
Revised 03196
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract _N -? -
b. Size of individual lot(s) / 31 /? s ?
C. Approximate e!Pvation of tract. above MHW or
NWL _ -V
d. Soil type(s) and texture(s) of "tract
6.6a6 onk T.'e1/ Son d,
e. Vegetation on tract C ra SJ -,24 o' la ?n d Sra le
['Pay f+V,
f. Man-made features now on tract 'Si.n a If -A #0
res: dv"ce . ,:a4

a ?at3 e?> ?
m. Describe existing waste' ter treatment facilities.
? oli v • oGc? t s
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.) Su or. a c r
- f^ (t 1A 6--f79 /,/I 'dim Mn & P1 I/&
C4na I
o. Desc ibe exis mg drinking? vy?ater supplyy source.
(Ne s-? t?ark re.- U)a4ge C Co r ryoral?:. ••.
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? x4nsuu the tooat kind due plxL) following items must be submitted:
Conservation
=Developed
Rural
Transitional
Community
Other
• 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.
h. How is the tract zoned by local government?
/h
i. Is the proposed roject consistent with the applicable
zoning? Yes No
ouad, z--g earnpliance c"fiaa a if apphwbk)
j. Has a professional archaeological assess ent been
done for the tract? Yes No
If yes, by whom? 1
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or el' ible property?
Yes No
1. Are there wetlands on the site? -ZYes . No
Coastal (marsh) tither
If yes, has a delineation been conducted?
0oa& doam uor m, if ayaUabk)
• 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.)
Pkase 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
Reeked 03/95
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 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 v 14 -T. -9a I r
-
Address u1
Phone
.? 25"A .3 i 3 - Co S'a5y
Name
Address
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.

• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to coven 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 Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
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 fad,
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 /?-6 day of X?, -14- a Qd G .
Print Name U, `n s a h
- v ,
Signature !2?'
Lmndo~r or A d Agmt
Please indicate attachments pertaining to your proposed
project.
y DCM MP -2 Excavation and Fill Information
_,DCM MP-3 Upland Development
:,D CM MP4 Structures Information
_ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in die
space provided at the bottom of each form.
Revised 03195

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
Exlsft Pt*ld
Length Width Depth Depth
Access Al 1A
channel r1
(MLW) - (NWL)
Canal
Boat
basin
Boat
ramp U I A
Rock
groin N I14--
Rock N (A
breakwater
Other AJ
(Excluding
shoreline
stabilization)
Revised 03/95
APR U 4 2006
Morehead City DCM
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 3 S d • !;A
b. Type of material to be excavated S a?1d. ct n d
d
c. Does the area to be excavated include 'coastal
wetlands (marsh), _jtquatic vegetation
(SAVs) or other wetlands? Yes No
0- 04S fa ( We4C/anoe s
d. Highground excavation in cubic yards .. 'Y S7_1. L1 ,
2. DISPOSAL OF EXCAVATED
MATERIAL
a. ?ocation of disposal area +` o r
b. Dimensions of disposal area / 8 1 Y 3 I
la'>< a(o? ion x???
c.. Do you claim title to disposal area?
? Yes No
If no, attach a letter granting permission from the
owner. A//A
d. Will a disposal be available for future
maintenance? Yes No
If yes, where? 041 s, 14-t
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
Does the disposal inc pde any area in the water?
Yes ? No
3. SHORELINE STABILIZATION
a. Type o shoreline stabilization
Bulkhead Riprap
b. Length / 3 O 1 • ??
c. Average distan cgaterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion.during preceding 12 months
(Source o info 'o,) o W t4 e r d GJS t /' u.i.l? • •.?.
If yes, IV
(1) A unof mater' to be placed in ?dhe
water y
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes, f-?
(1) Dimensions of fill area.
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? `?---
f. Type of bulkhead *or rprap material ` ltre7'-
_ ,1. b.
g. Amount of fill in cubic yards to be placed below
water level /
(1) Riprap
(2) Bulkhead backfill /V
C.
h. Type of fill material e -)C d 4 Vie le aZ s4 n
i. Source of fill material -e X4 a v !&V-"j -.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
bQG/C4 1) -e__
Will wetlands be crassed in transporting equipment
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. ?Al 1,4V-
11 a. Will fill material be brought to site?
Yes No N l !¢
Revised 03/95
-7',',.,1 c5;4--ohe4 s
Applicant or Project Name /
F. z'
DA"
U
APR 0 4 2006
Morehead City DCM
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
r= W
Y9 MAR 3 0 Z006
Morehead City DCI
Attach this form to Joint Application for CAMA Major e. Moorin Ni'mr uoys /L/ /A
Permit, Form DCM-MP-1. Be sure to complete all (1)Commerci ommunity8/ Private
other sections of the Joint Application which relate to (2) b er /V
this proposed project. (3) Description o buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s) Al (1) W-1k Commerpial ommunity 'rivate
(2) Number V r
(3) Length
(4) Width
No
(5) Finger Piers Y
t, jA4
(i) Number 71 4
(ii) Length
(iii) Width .41 VA 1
(6) Platform(s)No
(i) Number
(ii) Length
• (iii) Width
(7) Number of slips proposed _ 4114
(8) Proximity ' of structure to adjacent riparian
property lines
(9) Width of water body Al IA --
(10) Water depth at a eryvard end of pier at
MLW or NWL -4
b. Boathouse 'n luding covered lifts) e l'4
(1) Comm rcial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number '41 IA
(2) Length(s) -AL .
d. Breakwater (e.g. wood sheetpile, etc.) N 1A
(1) Length A
(2) Average di a from MHW, NWL or
wetlands A
(3) Maximum dis ce beyond MHW, NWL or
wetlands rtJ Al"

(4) Width of water body
(5)
placed beyond
Distance buo1174-
shoreline
Mooring structur (boatlift mooring pilings, etc.)
L
(1) _ Commerce Community ?rivate
(2) Number /
(3) Length
(4) Width
g. Other ((dive on no„) .

S-4 nd h e
Applkant Project Name
(UM
D
Date
Revised 03/95
7 ? .
CC)
C6
E-K?
FJ /
L
SIN
i?
y `,
Boat Lift John R. Freshwater III, P, F:
71A W Corbett Ave Su Re 13
BOGUE SOUND OR. P.O. 80X572 SWANSBORO, NC 28584
2~ ?R - (910) 32&2008 4 " ~o n tcp .com
LEJEUNE I I ~f
Existin G ode 2 -e
o ~ g ' NHW ~
D ~
m ~ ~ A ~ ~ n 0 m NLW °
a 1 4 P
&AYSNORE m - - 2 ~ INE
N ° ~RESN~P e~ to
LIVE o,4K OR U) 0 f~~ea:aersa~ Q - I _ -4 ~ ~
SITE o ,
~r Sr. ~ 10 15 25 30 35 35 40 45
EXCAVATION SECTION A, m
Pro osed E I Y MAP-NOT TO SCALE P VICIN T roposed Excavation Grade SCALE 1" =4' ~ ~ ~
m N 0 0 ~ .boo
U ~
Q Q o. a Q N Q
Q ~N i+ V
tl ~ 0
- r.2 Q_m~i
-1. D -{----w---w--w-w----w----~ --n'--- -1.0 -~----w--ru--~;~ ~--w--w----x~---w---w--w----w--w~ y U~~ -0.8 0
Water Side Ede U
Water Side Edge of Marsh Grass g `o of Marsh Grass W
-3.4 +-3.6 -3.5 -3.4 -3.4 - ~ z -{--3.5 N- -3.4 ~
-3.4-}- w Canol 0 o Canol Z
Woter Side Edge Existing Dock Water Side Edge Wter Side Edge Q
of Marsh Grass of Marsh Grass To Be Removed 3.95' ~f Marsh Grass a_ 3.95'
-0.9 w-~w---~
_ -1.1 -1.1~ -0.9 w~`~"`w--~--- ~--w---w----~- w---~~ "`"K`~- L -1.1 w---- w--w----'µ--" -0.2
*4~* * 0 ~ - .l* ~ - 0 . ~ , c . r ,Yc-~ _ E.I.R. E1.R. Inside Old E.LP.
- / T
E.1.P. ~ / Inside Old ELP. ~ - 1~ NHIM / E.1.P. ~ i 16, 18' NHW / ~ - ~
~ 1 ,2 ~ ~o 1 # i U i o:.
- - ~ Typical 13'x 13' Boat ~2 m ~ v 3' Boat `tz
Land Side Edqe Lift ~ of Marsh Grass Land Side Edge of Morsh Grass ~ Z ~ ~ y oyaU v
k ~ 28' ~omn~
~ ~ ~ ~ Proposed Sheetpile - ! Bulkhead/Retaining Wa(! etpile i p I o L~ # > m L N lining Wa1! I I o Excavation spoils deposition T c U
1 1 areas. 30 ft min. from normal x N ~ 0 0 30' Min. high water. Insfo!! sediment W m I- ~
Course Bearrng Distance L1 N 13'13'11" E 44.16' _ _ -o Y U
L2 N 16°30'25" E 55.66' I ~ _ - - - - d 26' fence to prevent sedrment ~ N ~ ~ - - - _ _ transport. ~ 0
i ~ 1 / } / 1 Total area = 1,300 sf _Y a >k / - 3 J t Average Depth - 2.5 ft W m
i g ~
i ~ I d . ~ ~ i ~ Q Z
o ~ 15.5' ~ o c~ 3 ~ N LEGEND ~ ~ 3 5.5 N ~ to U ~ ~ W
~ I v d ~ w o
CLF =Chain Link Fence Existing W ~
~I 1 vi Area of Excavotion N ~ ~ ~ Exisfrng Home ca y, ~ ~ ~ t ~ ~ Ad'acent Pro ert Owner: ' y, Existing Home J W J P Y
~ ~ 28 ~ and Decks ~ m ! 28 John J. & Betf B. Nair < ~ 3]' and Decks ~i Y y-,~; ~,ti.
+ -0.9 Exr'sting Spof Elevation Ad acert Pro ert Owner: ~ ~ w t P Y 25 r` N Donny ,?oy Langston 25 r\
xi i C n r 3 E st n o fou ~ 9 Z ~ 2 ,I s
o Proposed P.T Wood Boat Lift Piling 15.T N~~ n 5.7' N~ngcb PL•65 ~ ~15
~ I"~R P
Marsh Grass Exisfing J ~ ~ U d x'J U
4 W
28 Lof Number I 1 Nr,
Sediment Fence I ~ G ~ ~ LEGEND ~
N -w- Water Side Edge of Marsh Gross N o NEW MAGNETIC NAIL
Septic System l Se tic S stem • EXISTING IRON ROD ~ Q~ ~ p y O NEW IRON ROD
- c -Land Side Edge of Marsh Grass 4 ,>rt ~ y + NON MONUMENTED POINT ; L EXISTING ANGLE IRON
¦ EXISTING CONCRETE MONUMENT
d 1 j EXISTING IRON BEAM D_ 0 O EXISTING IRON PIPE ~ • ~
1 P p -c~R-CLEARING LIMITS p C C~1
~ W ,o!
k EdP, ELP. k Q ELP. E. .P. Notes: W
S 16'18'23"W 99.92' ~ E.I.P. S 16°18'23"W 99.92' ~ 1) Elevations Relative to NAVD 1988. ~
2) Reference: M.B. 5, Pg. 65
10° PVC Pipe 10" PVC Pipe 10" PVC Pipe 3) Lot Areo = 13,178 Sq. Ff. DATE: 03-03.06
2 + 1.6
t.2 1.6 _ 1.2 DRAWN BY: JF 1.2
Edge Pvmt. 2.6 3.1 Edge Pvmf. 31 SCALE:1"= 20'
26 26
Boundary & Topographic Survey provided By: - - - - - - - - - - - - - C/C - - C/L JOB NUMBER: O6-101 Easy St. (60' R/W)
Bell & Phillips Surveying, PLLC SHEET
604E CEDAR POINT BLVD.
CEDAR POINT, N. C. 28584 v' ' 'Q 1 ro ose I V REVISIONS DATE BY
TELEPHONE: [phone] XIS ~1 1 ~ G ~ ~ EMAIL: abellsurveying~tcp2.com Following Meeting withCAMAPyent 03-27-06 JF
Following MeetingwilhCAMAAgent 03-31-06 aF 1