20070336 Ver 1_CAMA Application_20070222

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, D1reCtOr William G. Ross Jr., Secretary
February 20, 2007
3034
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
James Guthrie
20070 336
~~C~C~~~'c D
FEB 2 ~ 2007
YWrr?IAAiD Ar~'0 TORP~~ Eck g-~CH
Carteret County: Adjacent to the White Oak River at 501 Cedar Point Blvd.,
Cedar Point, NC
Proposed Project: The applicant proposes to build a 210' dock with a 5' x 65' platform having
ten boat slips to provide private docking for future development and a 110'
bulkhead stabilizing the shoreline.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 13, 2007. 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.
SIGNED
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.
DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: James Guthrie
2. LOCATION OF PROJECT SITE: 501 Cedar Point Blvd, Cedar Point, Western End of Carteret Co.
Photo Index - 2000: 39-492 grid (D-14) 2006: 39-8059 grid (U-10)
State Plane Coordinates - X: 2872130.393Y: 344053.812 Rover # J020915B
LAT 34°40'48.96452 LON 77°05'48.64885
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/9/07
. Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - cc 2/9/07
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification From LUP -Developed/Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Provide private docking for future multi-family development.
(E) Wastewater Treatment: Existing -None
Planned -None
(F) Type of Structures: Existing -Rip Rap
Planned -Dock, Platforms, Finger Piers, Bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
T)RF1lCiF.T) FTT.T.F.TI (ITAFR
(A) Vegetated Wetlands N/A N/A SOftZ Shaded
(B) Open Water N/A N/A 2,385 ft2 Incorp.
1,375 ftz Shaded
(C) High Ground N/A 1,100 ft2 N/A
(D) Total Area Disturbed: 3,535 ft~
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUivI~IARY: The applicant is proposing to build a 210' dock with a 5'X65' platform. The
dock would have ten boat slips to provide private docking for future development. A 110' Bulkhead
would stabilize the shoreline.

1
.,
!Ula~~r Permi# Fey Schedule
DCM $ DWQ $
Development Type Fee (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)

I. Private, non-commercial
development that does not involve
he filling or excavation of any
etlands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
,,,,etlands or open water areas: $400 100% ($400) 0% ($0)
III. For development that involves
he filling and/or excavation of up to
1 acre of wetlands and/or open
ater areas, determine if A,B, C, or

D below applies: I
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490 (See
attached) can be applied: $250 100% ($250) 0% ($0)
III(B) Public or commercial
development, if General Water
Quality Cerhfication No. 3490 (See
T~
attached) can be applied. 40 100% ($400) Q% ($Q)
III(C). ((General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written DWQ
concurrence is needed because of '
concerns related to water quality or
aquatic life: $400 60% ($240) 40% ($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied. $400 60% ($240) 40% ($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60% ($285) 40% ($190)

Field Investigation Report:
James Guthrie
Page 02
9. Narrative Description:
The James Guthrie project is located at 501 Cedar Point Blvd.(Hwy. 24) in Cedar Point, Carteret
County. Cedar Point Blvd. is the main thoroughfare that runs through Cedar Point. The White
Oak River borders the site to the North.
James Guthrie's property at 501 Cedar Point Blvd. is 2 acres in its. entirety and varies from 0'
to 10' in elevation above NHW. The high ground portion of the site is landscaped and
vegetated with grass: The entire shoreline has been stabilized by rip rap. There are no
Section 404 Wetlands on the site. A 10' fringe of Coastal Wetlands exists containing
Smooth Cordgrass (Spartina alterniflora) and Salt Meadow Grass (~artina patens). This
property has approximately 110' of shoreline. The substrate in this area is mostly sand. The
shoreline to the east of the property has rip rap and the shoreline to the west of the property
has been bulkheaded. There are docks~of similar length along both sides of this property.
There are no visible shellfish or SAV's.
The Division of Water Quality classifies this area as SA waters. This area is not a Primary
Nursery Area and is open to the taking of shellfish. Carteret County's Land Use Plan dated
1996 classifies this, area as Developed and Conservation within the AEC's. There are no
shellfish leases in this area. The White Oak River is several miles wide in this area.
10. Project Description:
In an effort to provide docking for future residential development, James Guthrie proposes to
construct a 10-slip dock. L;xtending front high the ground, the 5' wide dock would be 210'
lone. A 5'X65' platform would be placed at the end of the proposed dock along with five
2'X l0' finger piers. The applicant proposes six mooring pilings to be placed around the
finger piers creating a total of ten slips. The 1S riparian setback would be maintained along
each riparian line. The docking facility would extend a total of 22S waterward of a proposed
bulkhead into the waterbody that is several miles wide. There does not appear to be a defined
channel in this area. The proposed 110' bulkhead would be placed landward of NHW and all
coastal wetlands. The docking facility would remain 22' from each riparian corridor. The
water at the end of the proposed dock is -1.5' deep at normal low water. This project should
not cause a hazard to navigation.
11. Anticipated Impacts:
The proposed dock would result in a total of ten boatslips. Increased turbidity would occur
during the setting of the pilings. The proposed pier would shade 1,375 ftz of open water and
SOft2 of Coastal Wetlands. There would be 2,385 ft2 of public trust area incorporated. The
platform area would total 425 ft~ along a shoreline of 110'. A total of 1,100 ft~ of high ground
disturbance would result from the installation of the bulkhead.
Ryan Davenport Morehead City 2/16/07

ACM M~-1
APPLICA110N fey
Mayor De~elopmeM Perm
(last revised 1?J27f06)
303d
mit 20070 336
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if app licable)
n/a n/a
Applicant 1: First Name MI Last Name
James D. Guthrie
Applicant 2: First Name MI Last Name
n/a n/a n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
547 Cedar Point Blvd. Swansboro NC
ZIP Country Phone No. FAX No.
28584 USA 910 - 389 - 1269 ext. n/a - -
Street Address (if different from above) City State ZIP
n/a n/a n/a n/a- n/a
Email
n/a
2. AgenbContractor Information
Business Name
Coastal Planning Services
AgenU Contractor 1: First Name MI Last Name
Kathy B. Vinson
AgenU Contractor 2: First Name MI Last Name
n/a n/a n/a
Mailing Address PO Box City State
P.O. Box 827 Morehead Ciry NC
ZIP Phone No.1 Phone No. 2
28557 0827 252 - 240 - 929 7 ext. 252 - 354 - 4916 ext.
FAX No. Contractor #
252 247 5875
Street Address (if different from above) City State ZIP
n/a n/a n/a n/a -
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 501 Cedar Point Blvd. Hwy 24
Subdivision Name City State Zip
n/a Cedar Point NC 28584 -
Phone No. Lot No.(s) (if many, attach additional page with list)
n/a - - ext. n/a, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
t.Jti,'f~c. OQ,e:. White Oak River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown White Oak River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
Town of Cedar Point
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
110 feet approximately 87,120 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
87,120, NWL (normal water level)
(lf many lot sizes, please attach additional page with a list) 10' for filled area, 4' for remainder of tract ®NHW
or ^NWL
e. Vegetation on tract
grass and other volunteer, low-growing vegetation
f. Man-made features and uses now on tract
none
g. Identify and describe the existing land uses adjacent to the proposed project site.
Vacant tract to east of site, tract to west of site contains vacant houses. Developed property south and across Hwy 24 from
site.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Waterfront: R-20 Residential, Streetfront: B-1 Commercial (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom? n/a
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
m. (i) Are there wetlands on the site?
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®Yes ^No ~~--.
®Yes ^No -
^Yes ®No
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(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
none
o. Describe existing drinking water supply source.
none
p. Describe existing storm water management or treatment systems.
none
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Pier will serve future multi-family development as a community pier.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Pier pilings to be installed from barge, bulkhead to be installed from landward side by backhoe or similar equipment. Barge
will be stored on river and backhoe will be stored on upland portion of site.
d. List all development activities you propose.
Construction of 10-slip dock and vinyl bulkhead.
e. Are the proposed activities maintenance of an existing project, new work, or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? 1100 ®Sq.Ft or ^Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface water run-off to the White Oak River.
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j. Is there any mitigation proposed? ^Yes ^No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must 6e submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative. t ~; `~ ~,'~?. _
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the "
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Hill's Landing LLC (% Buddy Guthrie)
Phone No. 252-393-2772
Address 225 Bluff Road, Cedar Point, NC 28584
Name Rebecca J. Reeves
Phone No.910-326-5810
Address 628 Main Street Extension, Swansboro, NC 28584
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None known.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
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.
Date S a 0 O Print Name _Kathy B. Vinson
Signature ' ~ ~~~^~ ~,
Please indicate application attachments pertaining to your proposed project. ~ _ -
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts'..
pDCM MP-3 Upland Development
®DCM MP-4 Structures Information
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PROJECT DESCRIPTION
James Guthrie
501 Cedar Point Boulevard
Cedar Point, NC
Carteret County
The project consists of construction of a 210' x 5' pier to accommodate 10 boats and
installation of 110' of vinyl sheet pile bulkhead. It will serve a future multi-family
development to be located at 501 Cedar Point Boulevard, Cedar Point, North Carolina.
The project site is currently undeveloped.
The 10-slip pier includes a 64' x 5' platform and 5 finger piers measuring 10' in length.
The finger piers will be a maximum width of 2.7' tapering to 1'. The pier will be
constructed of treated lumber and will be located at least I S' from the adjacent riparian
property lines. No dredging is proposed.
Existing riprap at the site is to remain. The bulkhead will be located landward of coastal
wetlands incompliance with the delineation marked during an on-site visit with a
representative of the Division of Coastal Management.

James D. Guthrie
547 Cedar Point Boulevard
Cedar Point, NC 28584
December 18, 2006
To Whom It May Concern:
I hereby authorize Kathy Vinson, AICP and Alan Bell, PLS to represent me and apply for
CAMA and other applicable permits to develop my property located at 501 Cedar Point
Boulevard, Cedar Point, North Carolina. This authorization extends to all permits and
authorizations required by local, state, and federal agencies that may be required as part
of the permitting process.
I also authorize release of information related to the project site to Ms. Vinson and Mr.
Bell, including boundary surveys, topographic maps, and results of wetland delineation
and soil permeability tests.
If you have questions or need additional information, please contact me at 910-389-1269
Sincerely,
1~
James D. Guthrie
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Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length n/a n/a n/a n/a n/a n/a n/a
Width n/a n/a n/a n/a n/a n/a n/a
Avg. Existing n/a n/a n/a n/a NA NA n/a
Depth
Final Project n/a n/a n/a n/a NA NA n/a
Depth
7. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maipt~nance?
^Yes ^No ^NA ^Yes ^No ^NA // ' ~' `~,
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where? 3
Nf
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any areayn the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ^Yes ^No ^NA /ii
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?',~;,
number of square feet affected. ~; ;
^CW ^SAV ^SB "=
^WL ^None
(ii) Describe the purpose of disposal in these areas:
J~,.,
3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)

Form DCM N1P-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization:
®Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL: 0
b. Length: 110'
Width: 1'
d. Maximum distance watervvard of NHW or NWL: 0
e. Type of stabilization material: f.
vinyl sheet pile
g. Number of square feet of fill to be placed below water level. h
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
to be trucked in from off-site
(i) Has there been shoreline erosion during preceding 12
months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
n/a
Type of fill material.
sandy material
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ^Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
to be retained by bulkhead backhoe
c. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
n/a
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
~ a s~°7
Date
Project Name
James Guthrie
plicant Name
plicant Signature
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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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. Please include all supplemental information.
7. DOCKING FACILITY/MARINA CHARACTERISTICS ^This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
^Commercial ^PubliGGovernment ®Private/Community ^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 210'
(iv) Width 5'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 1
(iii) Length 64'
(iv) Width 5'
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
0
d. (i) Are Finger Piers included? ®Yes ^No
If yes:
(ii) Number 5
(iii) Length 10'
(iv) Width 2.7' maximum tapering to 1'
(v) Floating ^Yes ®No
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number n/a
(iii) Length n/a
(iv) Width n/a
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 10
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin and/or channel
®Open water; no dredging required
^Other; please describe:
k Typical boat length: 20'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
6
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
I. (i) Will the facility be open to the general public?
^Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable

Form DCM MP-4 (Structures, Page 2 of 4)
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets -
~` ~_..
^ Toilets for patrons; Number: ;Location:
i
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
1 r : _..
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ^No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ^No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandslmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (V11L)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ^None

~or•m ~DCiY'1 MP-4 (Structures, Page 3 of 4)
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish teases? ^Yes ~ ^No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
^Commercial ^PubliGGovernment ^Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
> 15'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1.06 miles from Jones Island
e. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
n/a
b. Proximity of structure(s) to adjacent docking facilities.
40'
d. Water depth at waterward end of structure at NLW or NWL
+1.6'
8. OTHER ®This section not applicable

Form DCM MP-4 (Structures, Page 4 of 4)
a. Give complete description:
n/a
~;~:
1 /25/2007 a / 9 /D
Date
Project Name
plicant Name
James Guthrie
plicant Signat~ ~ n ,~~`
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~ . 5'
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Water Depths
at Low Water
2.0'+
~ ',. ; , .
p + Allowed T s and Finger Piers S.~:
1 10' Shoreline x 4 S. F. = 440 S. F.
Proposed:
T.• 64' x 5' = 320 S. F.
Finger Piers: (1 '+2.7)
2 x 10'= 18.5 S. F.
~ 18.5 S. F. x 5 Finger Piers = 92.50 S. F. ~
8 _ p 320 S. F. + 92.50 S. F. = 412.5 S. F. -~- , 8
(70 Proposed Boat Slips)

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0.9'
20 0 20 40 60
GRAPHIC SCALE - FEET
Sheet. ,2
1, CYRUS ALAN BELL, PROFESSIONAL LAND
SURVEYOR DO HEREBY CERTIFY THAT
l HAVE SURVEYED THE PROPERTY AS
SHOWN HEREON IN ACCORDANCE WITH
THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA,
AND THAT THE RATIO OF PRECISION
OF SAID SURVEY lS 1: 10,000+.
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11/OS~bG CAMA Appli ca ti on Mapping for:
AWN
ASTON
~8 James D. Guthrie
-~=_?°• Individual Lot
aa. "°. Town of Cedar Poin t
9921&1
x~,~„ White Oak Twsp., Carteret County, N. C.
Bell & Phillips Surveying, PLLC
604E CEDAR POINT BLVD.
CEDAR POINT, N. C. 285f34
TELEPHONE: (252) - 393 - 6101
EMAIL: a bellsurveying®tcp2. com
Mooring Pilings
~ ~

~~ Moorin
~ . 5
0 0
g P
ilings o
~ ~
0
0
~
0
~
0
~

~ 1.
0
.~ 6 = Hig
0
o h Water
° o
~<
20'
~-- ~
' '
29.5 29.5 ~ ~ ,'
~ 10 ~o ~
=
o
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n
~ \- ~ ~ ~ 6
N- ~ ~

~
~ '~" Z E
2
. Pilings ~
8' 0/C
W
t
d
th
er
a
ep
s
at Low Water
i
0.8 ' + ~
I
Q Bottom of decking
0 fo be 3' above
Wetlands Substrate
i
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5'

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osed Vin
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Horizontal: 1 " = 20'
Vertical: ~ " = 2' p
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~ 50 0 50 100 150
~ 2
~ ~~ GRAPHIC SCALE - FEET
o N~ E.C.M.-Existing Concrete
Monument
~ E.I.P.-Existing Iron Pipe
z
VICINITY MAP-NOT TO SCALE
Water Depths
~at Low Water
2.0'+
1.9'+
~ I I
~.~
~ 1.8'+ ~ 1.8'~~'
Mooring Pilings ~ I I.o
0 0 0 o I I.g
I I I F-zo ~1 I ~
+0.9' ~ ~_~ V~~ ~ ~ o I I Enlargement-NTS
O 4
~ ~~ ~
4 ti :~ i of ~i0.5'~
~ ~ W Q
~ 4' -`' + 0.4' I o I 0.5'+ o ~ ~ Water Depths
~" ~, .c I ,,,I 5 Q\~ I at Low Water
0~ o in ~ I
~. Q I A I ° I0.2'+ Mean high water line and
0.3'+ ~ ~ Proposed bulkhead location
~ approved by on-site visit
" ~ ~ by CAMA on 12/06/06.
+ 0.3'
I I 10.0'
0.0' Waterside of Marsh
E.C.M. Mean High Water Line
Adjoiner s Existin 4.66'
Bu/khead 9 E.C.M.
° ~ ,RI pCti ~~ ~ Proposed Viny/ Bu/khead
S 21'31'S1'E' 877.34' (Riprop is existing.) S 21'32"09'E 865.16'
to E.I.P. in North to E.C.M. in North
R/W N. C. Hwy. 24 110' R/W N. C. Hwy. 24
1, CYRUS ALAN BELL, PROFESSIONAL LAND
SURVEYOR DO HEREBY CERTIFY THAT
l HAVE SURVEYED THE PROPERTY AS
SHOWN HEREON IN ACCORDANCE WITH
THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA,
AND THAT THE RATIO OF PRECISION
OF SAID SURVEY lS 1: 10.000+. ~.
~`1 /
~ ~~o,
Sheet 1
?iB~~°6 CAMA Appllca tion Mapping for:
AWN
~S,ON James D. G u th rl e
GB
~-= 5°' Individual Lot
Ra. "°. Town of Cedar Poin t
99178
°`~,~„ White Oak Twsp., Carteret County, N. C.
Bell & Phillips Surveying, PLLC
604E CEDAR POINT BLVD.
CEDAR POINT, N. C. 28584
TELEPHONE: (252) - 3 93 - 6101
EMAIL: abellsurveying®tcp2.com