19980781 Ver 2_CAMA Application_20240515

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: Phillip Wynn
2. LOCATION OF PROJECT SITE: 113 Bimini Court Craven County Number Five (5),
North Carolina 28532
Longitude: Latitude:
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
5/6/2024
Field Report
Yes
5. PROCESSING PROCEDURE:
Application Received
Application Complete
I Regional Office
4/23/2024
5/2/2024
1 DCM - Morehead City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Craven County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine Shoreline, Coastal Wetlands, Public Trust Areas,
Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment:
Existing: N/A
Planned: N/A
(F) Type of Structures:
Existing: Floating platform(not marina), Pier V"TV" head, Pier or dock, Platform,
Bulkhead(vinyl), Riprap
Planned: Boat ramp, Access channel(canal), Excavation(dredge),
Bulkhead(vinyl)
(G) Estimated Annual Rate of Erosion:
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED (ft)
OTHER (ft)
A Open Water
1870
0
0
CW's above NHW
0
384
0
C CW's below NHW
0
0
0
Shallow Bottom
0
0
0
High Ground
0
9500
0
Non -Coastal WL
0
360
0
(E) Total Area Disturbed: 11370 W
(F) Primary Nursery Area: Secondary
(G) Water Classification: HQW: High Quality Waters; SA: Market Shellfishing, Tidal
Field Investigation Report: Phillip Wynn
DCM Major Permit
Page 11

Salt Water; NSW: Nutrient Sensitive Waters
Open to Shellfishing: No
Field Investigation Report: Phillip Wynn
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
The proposed development is for a bulkhead, boat ramp, dredging, and coastal and 404 wetland
fill.
9. NARRATIVE DESCRIPTION:
Phillip Wynn's project is located at 113 Bimini Court, Craven County in Havelock, NC. The
parcel is 2.07-acres and is located off of Clubfoot Creek. Clubfoot Creek is a tributary to the
Neuse River. The waters of Clubfoot Creek are classified as SA, HQW, and NSW. The area is
closed to shellfish harvesting. The average depth in the proposed boat ramp location is -1.5' at
NWL. From land to the edge of the dredge area water depths were-3.5'NWL (connecting
waters depth) on May 6 during site visit. The project site is 220' and clubfoot creek is 844'
wide at its narrowest point along this shoreline.
No shellfish was observed within the location of the project area. During a site visit on May 6
water clarity was roughly 2-2.5' feet and the presence of SAV was not observed, however
neighbors to the south have supplied objections with pictures of possible SAV within the area.
Both section 404 and coastal wetlands (Bulrushes, Black Needlerush, and Giant Cordgrass) are
present. Based on survey there is 5,011 square feet of coastal wetlands and 968 square feet of
non -coastal wetlands.
The project site is unzoned by Craven County. Two lots were combined (Lots 8 and 9)
consisting of 2.07 acres. Onsite there is grass, trees, shrubs, landscaping, driveway, house,
retaining wall, riprap for wetland protection (waterward of coastal wetlands) and pier with
platform.
10. PROJECT DESCRIPTION:
The proposed project is for a bulkhead, boat ramp, dredging, and coastal and non -coastal
wetland fill.
The applicant is proposing to construct a 10' wide by 41' long concrete boat ramp (15' being
waterward of NWL) as well as a 14'x14' access pad in order to provide boating and water
access for the existing 32 lot subdivision. They are also proposing 2' of rock that would be
placed on either side of the boat ramp. The proposed riprap would act as wave attenuation, help
harden the shoreline and protect the ramp. The proposed boat ramp would be located 15' from
the property line to the south. The placement, per the applicant, would help reduce the amount
of wetland impacts as requested in the scoping meetings.
The applicant is also proposing new excavation for an access channel waterward of the
proposed boat ramp. The proposed access channel would measure 74' long and 30' at the
widest point as proposed. The average existing depth is -1.5' NWL and the proposed new
excavation final depth would be 3.5' NWL to the connecting water depth (3.5' + NLW). The
connecting depth was confirmed during a May 6, 2024 site visit. The dredge spoil would be
placed on high ground for dewatering prior to using as backfill for the proposed
bulkhead/retaining wall.
The applicant is also proposing a 336' long bulkhead/retaining wall with a 1' wide cap. In order
Field Investigation Report: Phillip Wynn
DCM Major Permit
Page 13

to help stabilize the shoreline on both sides of the proposed boat ramp, they are proposing a 6'
section of bulkhead north of the ramp, a 16' section south of the ramp with 15' tiebacks along,
and a 146' section of retaining wall on the southern border of the property. The remaining 138'
of bulkhead/retaining wall would be installed on high ground and would connect to the existing
bulkhead/retaining wall along the northern portion of the property. Fill material from both the
dredge spoils and off -site upland area would be used to backfill landward of the
bulkheads/retaining walls and the necessary grading would be done to cover parts of the
existing wall and match the existing grade as much as possible. The total upland area to be
filled is 9,500 square feet with approximately 384 square feet of coastal wetland impacts, and
360 square feet of non -coastal wetlands impacted.
The final portion of the project would be the removal of 10' of the existing riprap to allow for
fish and other aquatic invertebrates and vertebrates passage. The 10' of rock removed would be
utilized along the existing riprap footprint.
11. ANTICIPATED IMPACTS:
The proposed bulkhead/retaining wall and boat ramp would have impacts to coastal (384 square
feet) and non -coastal wetlands (360 square feet) by filling them. The boat ramp would create
impervious area (above NHW) within the Neuse River buffer and CAMA AEC's. The proposed
new excavation for the access channel would impact 1,870 square feet of bottom within Clubfoot
Creek. No SAV were observed during the site visit on May 6, 2024. As previously mentioned,
the neighbors have objections with pictures of what they believe are SAV in the area. The waters
of clubfoot creek are listed as a Secondary Nursery Area and are classified as SA, HQW, and
NSW. The property and waters are located within the Neuse River basin and are closed to
shellfish. No hazard to navigation should occur due to the fact the proposed work is at or
landward of the existing piers along the shoreline.
Name: Richard Mahoney Date: 05-08-2024 Office: DCM - Morehead City Regional Office
Field Investigation Report: Phillip Wynn
DCM Major Permit
Page 14

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1333
DCM Major Permit
04-23-2024
05-02-2024
07-21-2024
Primary Applicant Information
Applicant
Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Individual
Mr.
Phillip Wynn
[e-mail]
252-560-5063
252-515-
6903
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
113 Bimini Court
Havelock
NC
28532
113 Bimini Court
Havelock
NC
28532
Additional Applicant
Information
Applicant
Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Individual
Mr.
Phillip Wynn
[e-mail]
252-560-5063
252-515-
6903
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
113 Bimini Court
Havelock
NC
28532
113 Bimini Court
Havelock
NC
28532
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Individual
Ms.
Kathy Vinson
[e-mail]
252-240-9297
252-240-9297
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
163 Camp
Morehead Drive
Morehead
City
North
Carolina
28557
PO BOX 827
Morehead City
North
Carolina
28557
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Wynn Bulkhead and Boat Ramp
Private/Community
10000 Sq. Ft. / 0.23 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: CAMA general permits were issued to Mr. Wynn in 2001 for
construcition of a dock and bulkhead/retaining wall. Copies of the permits and permit numbers could not be found.
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
113 Bimini Court Craven
County Number Five (5),
North Carolina 28532
Craven
Neuse
The Moorings,
Section One
5-012-1-0010
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
Single-family residence with driveway, riprap, bulkhead/retaining wall, pier with platform.
Existing Land Uses:
Project is located in a single-family residential subdivision adjacent Clubfoot Creek in Craven County.
Existing Wastewater Treatment/Disposal:

Solid Waste/Fish Offal/Trash Disposal:
Receptacles located on high ground.
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
Construct boatramp for use by property owner and other subdivison owners, construct additional bulkhead/retaining wall to
connect to existing bulkhead, fill and grade landward of proposed bulkhead to match grade of existing bulkhead, relocate a section
of existing riprap along shoreline.
Buildings/Facilities/Units/Structures:
Bulkhead/etaining wall, boat ramp with 14' x 14' concrete approach pad and dredged access channel, relocation of a portion of
existing riprap.
Use & Daily Operations:
Community boat ramp will provide for daily water access for owners within The Moorings subdivision.
Construction Methodology & Equipment:
Backhoe mounted on barge with dredging capability, typical excation and pile driving equirpment for bulkhead (will occur from
upland areas, not within the water), typical excavation and grading equipment and practices for grading of upland areas, mechanical
placement of pre -fabricated boat ramp and placed in proposed boatramp location as shown on site plan.
Development Activities Narrative Specifics:
Narrative is attached.
Application Narrative:
Attached.
Boat Ramp Development Activity Included: True
Boat Ramp Dimensions
Length
Width
Avg Existing Depth
Final Project Depth
Distance Waterward of NHW/NWL
41
10
-1.5
-3.5
15
Will Fill Material Be Placed In Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
384
Construct concrete pad boat ramp and backfill for bulkhead/retaining wall
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
360
Construct concrete pad and boat ramp and backfill for bulkhead/retaining wall
Boat Ramp Structures
Structure Type Length I Width Quantity
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
False
Source of Erosion Amount Information
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Vinyl
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
1
336
1
0
0

Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
Sand; Rock; Earth
dredge spoils and upland source
How Will Fill Material be Kept on Site and Erosion Controlled
Silt fencing
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Vinyl
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
336
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
1
0
dredge spoils and upland source
How Will Fill Material be Kept on Site and Erosion Controlled
Silt fencing
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: False
Excavation Development Activity Included: True
Excavation Details
Amount & Type of Material to be Excavated From Below NHW or NWL
Volume (Cu Yds)
Area (Scl Ft)
Type of Material
"Other" Material Description
200
1,870.00
Mud/Fines
Will Material Be Excavated From Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
255
Construction of boat ramp and access channel
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
150
construct boat ramp and pad
Wetlands Crossed Transporting Equipment to Site
Steps Taken to Avoid/Minimize Environmental Impact
False
Excavation Purposes
Purpose
Length
Width
Avg Existing Depth
Final Project Depth
Access Channel (NWL or
NLW)
75.00
32.00
1.50
-3.50

Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
Onsite upland
I Yes
On owner's property (on site)
Yes
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
80.00
90.00
Does Disposal Area Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
How Will Excavated or Fill Material at the Disposal Area be Kept on Site and Erosion Controlled
silt fence
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: False

Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: False
Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
General Development Activity Questions
These questions are applicable if 1 of the following development activities are included in the project
(Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines,
Shoreline Stabilization Submerged Lands Mining)
Boat Type(s)
Typical Boat Length
Other Boat Type (Describe)
Open runabout
25
Adj Riparian Property Line #1 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #2 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
15
175
0
Width of Water Body
Water Depth @ Waterward End of
Structure (NLW or NWL)
Water Depth @ Most Landward
Boat Slip (NLW or NWL)
Water Depth @ Most Waterward
Boat Slip (NLW or NWL)
844
-3.5
1 0
0
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
Beyond Shoreline
False
Marina Development Activity Details Required

May 21, 2024
Regulatory Division
ORM ID No. SAW 2022-00538
Ms. Stephanie Goss
N.C. Division of Water Resources, 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Ms. Goss:
Please reference the application of Phillip Wynn for Department of the Army authorization
and a State Water Quality Certification to construct a 10 x 41 sf boat ramp, a 3361f bulkhead,
and dredge a 74 x 36 ft access channel, on property located at 113 Bimini Court, adjacent to
Clubfoot Creek, near Havelock, in Craven County, North Carolina. Your receipt of this letter
verifies your acceptance of a valid request for certification in accordance with Section
325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act and Section 10 of the Rivers and Harbors Act, and we have determined that a water
quality certification is required under the provisions of Section 401 of the same law. A
Department of the Army permit will not be granted until the certification has been obtained or
waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by July 21, 2024, the District Engineer will deem
that waiver has occurred.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
� , SP WS
Raleigh W. Bland, S.P.W.S
Regulatory Project Manager

Copies Furnished:
Mr. Gregg Bodnar
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421

May 21, 2024
Regulatory Division
ORM ID No. SAW 2022-00538
Phillip Wynn
113 Bimini Court
Havelock, North Carolina 28532
Dear Mr. Wynn:
A review of your application received May 16, 2024, for Department of the Army
authorization to construct a 10 x 41 sf boat ramp, a 336 if bulkhead, and dredge a 74 x 36 ft
access channel, on property located at 113 Bimini Court, adjacent to Clubfoot Creek, near
Havelock, in Craven County, North Carolina, indicates it to be a candidate for Federal
authorization pursuant to the CAMA-Corps Programmatic Permit process for construction
activities that receive authorization from the State of North Carolina. Accordingly, the
administrative processing of your application will be accomplished by the North Carolina
Division of Coastal Management. Comments from Federal review agencies will be furnished to
the State.
If your application must be withdrawn from this permit process for any reason, you will
be informed regarding its further management. If there are no unresolved differences in State -
Federal positions or policies, the final action taken on your application by the State will result in
your receiving written notice from us that your application is consistent with the Federal permit
and you may commence your activity. Only after receiving such confirmation should you begin
work.
Your application, pursuant to Section 10 of the Rivers and Harbors Act and Section 404
of the Clean Water Act, has been assigned Action ID No. SAW 2022-00538 and will be
coordinated by Mr. Raleigh W. Bland in our Washington Regulatory Field Office. Mr. Bland is
available at telephone [phone].
Sincerely,
Raleigh W. Bland, SPWS
Regulatory Project Manager

Copies Furnished:
Mr. Gregg Bodnar
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421

Bulkhead and Boat Ramp Project
Phillip Wynn
113 Bimini Court
Havelock, NC
Craven County
Introduction
Phillip Wynn is the owner of waterfront residential property located at 113 Bimini Court in
Craven County adjacent Clubfoot Creek. The project site has a Havelock mailing address but is
located within an unincorporated area of Craven County,
Mr. Wynn's property consists of Lots 8 and 9 of The Moorings Subdivision Section 1. Existing
development at the site includes his permanent residence with driveway, a bulkhead/retaining
wall, riprap along a section of the shoreline, and a pier with a platform.
The owner acquired Lot 9 in 1999 for construction of his residence and dock. Prior to
construction of the residence, it was necessary to elevate the lot sufficiently to construct the
house. The existing retaining wall was constructed to contain the original fill and support the
foundation of the residence. The existing retaining wall is deteriorating and needs substantial
repairs or replacement.
In 2021 Mr. Wynn acquired Lot 8 and recombined the two lots to allow for construction of a
boat ramp and other improvements. Mr. Wynn's currently proposed project is comprised of the
following components:
• excavation and construction of a concrete boat ramp and access channel
• construction of an additional bulkhead/retaining wall to connect to the existing
retaining wall
• placement of highground fill material and associated grading to cover and match the
grade of the existing bulkhead/retaining wall as much as possible
• relocation of a portion of existing riprap along the shoreline
The proposed boat ramp will be built on private property with private funds by Mr. Wynn. It
will provide water and boating access for members of the 32-lot Moorings community. There
are currently 16 residential docks along the shoreline, with 22 boat slips in the existing
Wynn Bulkhead and Boat Ramp Project
Phillip Wynn
Major CAMA Permit Application
April 22, 2024 Page 1

Moorings residential marina. Typical boats using the ramp will be open 25' runabouts and
personal watercraft. One of two existing public boat ramps nearest the Moorings is located at
Cahooque Creek, approximately 20 miles round trip by vehicle and further by boat. The other
boat ramp is located within the Sea Gate community and is approximately 40 miles round trip
by vehicle and much further by boat. Having access to a nearby boat ramp will provide a public
service to the community by providing a more convenient location to launch and retrieve boats
or remove them from the water when boat maintenance is required. The proposed ramp will
also facilitate removal of boats from the waterway when hurricanes and other storms are
approaching the area, as the existing boat ramp facilities are typically overcrowded during
these times.
No onsite parking area for users of the boat ramp or additional impervious surfaces other than
the boatramp are proposed. Once boats are launched or retrieved, owners will be expected to
immediately relocate vehicles and trailers to their personal property.
Site Description
Clubfoot Creek is a tributary of the Neuse River, with waters classified by the NC Division of
Water Resources as SA-HQW, NSW. The area is also designated as Prohibited for shellfish
harvesting by the NC Division of Marine Fisheries, Shellfish Sanitation and Recreational Water
Quality Section. Average existing water depths in the proposed boat ramp location measure -
1.5' Normal Low Water (NLW). The shoreline of the project site measured along Normal High
Water is 220 linear feet. Clubfoot Creek is 844' wide at its narrowest point along this shoreline.
The area to be disturbed by the project contains no shell bottom. Resource agencies have
indicated that there is no historical data of the existence of submerged aquatic vegetation
(SAV). Section 404 and coastal wetlands are present at the project site and have been
delineated by Headwater Environmental, Inc. and surveyed by James Phillips, PLS as shown on
the map of existing conditions. Based on the survey, the project site contains 5,011 square feet
of coastal wetlands and 968 square feet of non -coastal wetlands. Copies of the Headwater
Environmental Inc. maps and figures are included with this CAMA permit application.
The project site is unzoned by Craven County. The recombined lot (Lots 8 and 9) consists of
approximately two acres. Vegetation on the parcel consists of grass, landscape vegetation, and
coastal and non -coastal wetlands. As previously noted, existing man-made structures include a
Wynn Bulkhead and Boat Ramp Project
Phillip Wynn
Major CAMA Permit Application
April 22, 2024
Page 2

single-family residence with driveway, riprap, a bulkhead/retaining wall, and a pier with
platform. An existing individual septic system provides wastewater treatment for the Wynn
property.
Adjacent riparian property owners to the south are Steven P. and Lisa L. McCracken. The
adjacent riparian parcel to the north is owned by Duane and Dorothy E. Usa.
Project Description
Project plans place the bulkhead/retaining wall and boat ramp where the least impact to
wetlands will occur.
The proposed concrete boat ramp is 10' wide and 41' long and includes a 14' x 14' access pad as
shown on project plans. To stabilize the ramp and dissipate wave energy, 2' of rock will be
placed on both sides of the boat ramp. An access channel measuring 74' long and 30' at the
widest point is also proposed. The average existing depth of the boat ramp is -1.5' NLW, with a
final project depth of -3.5' NLW to be maintained from the bottom of the ramp through the
dredged area. Dredge spoils from the excavation will be placed onsite on high ground for
dewatering prior to being used as backfill for the proposed bulkhead/retaining wall.
The boat ramp will be located 15' from the adjacent riparian corridor to the south. This location
will limit the area of wetlands impacted by the work. The project team pursued moving the
boat ramp slightly south into the CAMA riparian corridor setback. However, the Moorings
subdivision covenants require a minimum 10' setback from the side property line for any
structure. Also, in the absence of a waiver from the adjacent riparian property owner, CAMA
regulations require the ramp to meet a 15' setback from the riparian corridor.
A new proposed vinyl sheetpile bulkhead/retaining wall, measuring a total of 336' in length,
with a 1' wide top is also proposed as part of this project. To stabilize the shoreline on both
sides of the boatramp, a 6' section of bulkhead north of the ramp and a 16' section south of the
ramp are included, both with 15' tiebacks as shown on project plans. A section of retaining wall
measuring 146' is proposed for placement along the southern border of the Wynn property
where it adjoins the neighboring property.
Wynn Bulkhead and Boat Ramp Project
Phillip Wynn
Major CAMA Permit Application
April 22, 2024
Page 3

The existing retaining wall is more than 25 years old and as previously noted needs substantial
repairs or replacement. The remaining 138' of bulkhead/retaining wall will be installed on high
ground and connect to the existing retaining wall. Fill material (both dredge spoils and material
from an off -site upland area as needed) will be placed on the site and graded to cover the
existing failing wall and match the existing grade as much as possible. The alignment of the
proposed highground retaining wall is designed to minimize impacts by routing around
wetlands on the site. The proposed total upland area to be filled measures approximately 9,500
square feet.
Approximately 384 square feet of coastal wetland marsh and 360 square feet of non -coastal
wetlands will be impacted by construction of the concrete pad and boat ramp and backfill for
the retaining wall/bulkhead (see Bulkhead and Ramp Plan submitted with the permit
application).
Project plans also show the removal of 10' of existing riprap midway along the shoreline to
allow for aquatic passage of fish. Removal and relocation of sections of existing riprap within
the limits of the new ramp and bulkhead is also proposed. The rock to be removed will be
reused along the shoreline.
Neuse River Buffer Certification
The project site is located within the Neuse River Basin. The project will require both 401 water
quality and buffer certifications.
Minimization (Measures
To summarize, minimization measures implemented in the project design include the following:
• Dredging to be maintained at a 3.5' depth from the bottom of the ramp through the
dredged area, thus reducing any impacts to shellfish that may or may not be present in
the area
• 10' gap in the riprap midway of the section north of the ramp to allow for aquatic
passage of fish
• Location of the ramp at the least impactful location given location of wetlands and
CAMA and subdivision setbacks
• Alignment of the retaining wall routed around wetlands
• Construction methods as described below minimize impacts
Wynn Bulkhead and Boat Ramp Project
Phillip Wynn
Major CAMA Permit Application
April 22, 2024 Page 4

Construction Methods
A backhoe-type excavator mounted on a barge will be used for excavation of the access
channel. Spoils from the access channel excavation will be loaded on a barge, hauled to shore,
off-loaded into trucks, and then deposited in the low areas of the property. The boat ramp
excavation will occur by backhoe from high ground, with spoils transported by truck and placed
in low areas to be filled. Dredging spoils from the access channel excavation will be placed
onsite on high ground for dewatering prior to being used as backfill for the proposed
bulkhead/retaining wall.
Typical excavation, pile driving, and grading equipment and practices will be used for
construction of the bulkhead/retaining wall and grading of highground areas. Mechanical
placement of a prefabricated boat ramp will occur in the boat ramp location as shown on
project plans. There will be no live concrete in the water. Removal and relocation of existing
riprap will occur by hand or excavator. No wetlands will be crossed in transporting equipment
to the project site.
401 Pre -Filing Meeting Request
A scoping meeting for this project occurred on March 8, 2022. Due to turnover on the project
team as well as staff of the regulatory agencies, and the availability of additional information
related to the site (survey, wetland delineation, water depths, and preliminary plans), a second
scoping meeting was held on October 25, 2023. The attendance sheet from the October 2023
scoping meeting is attached.
The project proponent hereby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and take action on
this CWA 401 certification request within the applicable reasonable period of time.
Wynn Bulkhead and Boat Ramp Project
Phillip Wynn
Major CAMA Permit Application
April 22, 2024
Page 5

SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Scoping Meeting — Phillip Wynn —117 Bimini Court Craven County
The purpose of this meeting is to discuss a proposed project and provide environmental permitting and regulatory
information which will improve communications and the permitting processes.
October 25 2023 at 11 am
Web -Ex
Attendee List
Name
Agency
Phone
Email
Kathyinson
y
Coastal Planning Services,
Inc.
252-240-9297
[e-mail]
Phillip Wynn
Owner
[e-mail]
Graham Strother
Consultant
[e-mail]
Raleigh Bland
USACE
[e-mail]
Richard Mahoney
Coastal Management
Richard. Ma honey dea.nc.gov
Curt Weychert
Coastal Management
252-364-3901
[e-mail]
Maria Dunn
NCWRC-Habitat
Conservation
252-948-3916
[e-mail]
James Harrison
NC Marine Fisheries Habitat
252-948-3835
James.Harrison([e-mail]
Allen Stewart
Water Resources-401
252-948-3966
[e-mail]
Paul Nyarko
Water Resources-401
252-948-3845
Paul.N arko dea.nc.gov
Lyn Hardison
NCDEQ
252-948-3842
ln.hardison ncdenr.�ov
Plan to discuss a possible boat ramp, retaining wall, and fill on a site located at 117 Bimini Court, Havelock, Craven
County.
This document can be used as proof the 30-day ;pre -filing meeting requirement for 401 has been satisfied.
https://deg. nc-gov/about/`divisions/`water-resources/water-quality-permitting/401-buffer-permitting?/application-
forms-help-documents
NCDEQ WASHINGTON REGIONAL OFFICE
1 of 2 HI 943 WASNGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]

SIGN UP SHEET
INTERAGENCY/SLOPING MEETING
Name
Attendance
Response
Biles, Lyn
Meeting Organizer
None
Mahoney, Richard
Required Attendee
Accepted
Bodnar, Gregg
Required Attendee
None
Weychert, Curtis R
Required Attendee
Accepted
Dunn, Maria T.
Required Attendee
None
Harrison, lames A
Required Attendee
None
Thompson, Emily B CIV USARMY
CESAW (US)
Required Attendee
Declined
Raleigh W SAW Bland
Required Attendee
None
[e-mail]
Required Attendee
None
Tankard, Robert
Required Attendee
Tentative
Stewart, Glenn A
Required Attendee
Accepted
Nyarko, Paul
Required Attendee
Accepted
Kathy Vinson
Required Attendee
Accepted
[e-mail]
Optional Attendee
Accepted
Phil Wynn
Optional Attendee
Accepted
NCDEQ WASHINGTON REGIONAL OFFICE
2 of 2 943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]

a "AL "LANVING SERVICES INC
Kathy B. Vinson, AICP
Compreheitsive Lrrzd Use Plawtibig aizd DevekpmentAssistaitee
P.O. Box 827
Morehead City, NC 28557
kbvinsonkec.rr.corsa
April 16, 2024
Steven P. and Lisa L. McCracken
117 Spinnaker Lane
Havelock, NC 28532
Re: Phillip Wynn
113 Bimini Court
Havelock, NC 28532
Dear Mr. and Mrs. McCracken:
Office 252.354,49.16
Mobile [phone]
Fax [phone]
Phillip Wynn has asked Coastal Planning Services, Inc. to provide CAMA planning and permitting assistance for
improvements to his property located at 113 Bimini Court, Havelock, North Carolina. He proposes to construct a
concrete boat ramp, excavate an access channel, construct an additional bulkhead/retaining wall, place fill material
and grade areas of his property, and relocate a portion of existing riprap along the shoreline.
A major CAMA permit will be required to build the project. On behalf of Mr. Wynn, I am applying for a major
CAMA permit for the proposed work. CAMA requires that adjacent riparian property owners be notified of the
proposed work by certified mail and that an opportunity be provided to the neighbors to comment or object to the
proposal. Enclosed with this letter are copies of the project plans and a project narrative.
If you have concerns or objections to the proposed work please contact the Division of Coastal Management
(DCM) at the address shown below within thirty (30) days of receipt of this notice Any objections must be provided
to DCM an writing:
Mr. Richard Mahoney
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
[phone]
[e-mail]
PIease note that no response is considered the same as no objection if you have been notified by certified mail. If
you have questions about the project, please feel free to call me at [phone]. Thank you for your assistance.
Sincerely,
Kathy B. inson, AICP
Enclosures

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so that we can return the card to you.
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or on the front if space permits.
1. Article Addressed to:
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1T4 Ve /ac le- 1 /U�— � F,5"3 2
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PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt

Kathy B. Vinson, AICP
Comprehensive Erred Use Planning € nd Development Assistance
P.O. Box 827
Morehead Cit3T, IBC 28557
kbvins onk,,ec.rr.corxa
April 16, 2024
Duane and Dorothy E. Usa
1 I l Bimini Court
Havelock, NC 28532
Re: Phillip Wynn
113 Bimini Court
Havelock, NC 28532
Dear Mr. and Mrs. Usa:
Office 252.354.4916
Mobile [phone]
Fax [phone]
Phillip Wynn has asked Coastal Planning Services, Inc. to provide CAMA planning and permitting assistance for
improvements to his property located at 113 Bimini Court, Havelock, North Carolina. He proposes to construct a
concrete boat ramp, excavate an access channel, construct an additional bulkhead/retaining wall, place fill material
and grade areas of his property, and relocate a portion of existing riprap along the shoreline. A major CAMA permit
will be required to build the project. On behalf of Mr. Wynn, I am applying for a major CAMA permit for the
proposed work.
CAMA requires that adjacent riparian property owners be notified of the proposed work by certified mail and that an
opportunity be provided to the neighbors to comment or object to the proposal. Enclosed with this letter are copies
of the project plans and a project narrative_
If you have concerns or objections to the proposed work, please contact the Division of Coastal Mana eg ment
(DCM) at the address shown below within thkty (30) days of receipt of this notice. Any objections must be provided
to DCM in writing.
Mr. Richard Mahoney
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
[phone]
[e-mail]
Please note that no response is considered the same as no objection if you have been notified by certified mail. If
you have questions about the project, please feel free to call me at [phone]. Thank you for your assistance.
Sincerely, /
�KathyAICP
Enclosures

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Locality L V AVea C O. Pennit Number L LZO - J F
Ocean Hazard_ Estuarine Shoreline r ORW Shoreline —Public Trust Shorelne_ Other_
ff'o, official ree only)
GENERAL IN FORMATION
LAND OWNER- MAILING ADDRESS
N �Ii1i 11��wyn�
Address I1�-i f Ir11Lt11 ���s�"
t, f l State 4`here -2-,) q o3
cm:nl
All I IIORIZEDAGF.NT
Namc CCU 1 Vim�t'` "---. _... _...__.
Add ss pC e ._C�v'1 I
C ty N state Pnrne
mail Ifs C ?� ZIY U\EuCG�Y1--Ccrl.9vll3rnr<i1 coFn
LOCATION OF PROJECT: (Address, street name and ardircenors to site. name ofthe e adjacent t aterbudy l
II') %irnitll ML -353'2
DESCRIP'I ION OF PROJECT: (List all proposed construction and land disturbance.)
r r h ; ra-cl _v ,a ( �
SIZE OF LOF/PARCEL: square feet
PROPOSED USE: Residential EJ (Single-fmily ❑ Multi-fmuih, Coainicrcial,lydustrial Other
COMPLETE El Fit Fit 11) OR [2) BELOW (Conant pour Le-1 Pen dr Officer jyon are afar rare which AEC applies
lop— properly):
(1) OC'EAN PLAZA RD A ECs:"IOTA L FLOOR A R EA OF FROPOS ED SI'R1,C'ELRE: sq ware feet oncl odes
n.da o o,d I i ohig p pa,k, ng e-ated above ground fuel, non conditioned Faceelevated abovc ground level but
excluding nun -load Ixar ig attic space)
(2) COASTALSIIORELINEAEC,:SIZ[701 BUILDING 1700']PRI,NT AND 0'11 IER IMPERV IOUSORDUII:r
UPON SURFACES'. square feet (includes the area of the f u adatou of all hu'Id'ngs, dri a c 'red decks,
concrete or masonry patios, etc that arc oalun tlic applicable AEC- Attach your calci lationv x all the p ojed drawing)
ST,\T ESTORNaWATERMAN.kGENI NTPERMII':Isthaprojocilocated'n
n suhjeet to a State
Stornrwater Management Permit issued by the NC D tisio a of Energy, Mineral and Land Resources (DEMLR)?
1'ES NO
If v s, list the total built upon arep)rojerxious surface allowed tar vour to, or parcel _._-- : q arc fee,
OTHER PERMITS MAY RE REQLI PRIED he aetiviir you arc planning mad require perm. is other than Ih, LAMA
nor detelopmcat purnin--ctud ton not:'urruedt- DnkagWl NII Septic rook w t7 '[ry
treatment""cro) 6'Id"n_ Electrical 1loulanq, 11,ding and Ai Canduouar, ulaa-and Ln g Cnne—ocia, IIA
Certification, Sand D e. Sedi horn Control, Sued on Approval Morale: ome Park Approval Highway Connection, and
others. Check with vour Local Pennit Officer for n,) in Fonnmi on.
STATENIENT OF OWNERSHIP:
1, the undersigned an applicant f r a CAMA minor development permit. being either the owner ofproperly in an AEC or a
p tl - d t t mt for purpr­ of ppl' g l CAMarA nur d -1 p p t '1 that ha peen
I t d I d th application has a s'en fi rra 'n[crust in the real Franco, described lWoun This interest can be
described as (check one) f��r( vU r
�s ner o rd rue,'fide is ,,,led in nai a of — 1� r `lli lip, W� ni'l
see Deed Book page _ is the (yj( CoduaN ftei ry of Deeds
an her by ' Iac mf iMeritance. pp is t': an he r to the estate of
pro ou, ann in
it officaunc, est,Fitten contract ot lease, -ploa beloos or use, sepma, sheet & aua h i ars appla,aton,.
NOT IFICAI ION OF \D 11C EN 1 RIP VRIAN I ROPER1 V ON%NF RS
I hurthennor,ecru)thttl talk p fp p t dj tl' p p tv I affian that If ie given
ACTL IL N'OTI(E to each ofll onr.cr tag ) 'noent to develop this propu) and to apply fora CAMA per on,
('Jane) (Address)
ackifin l I - p i n nu Lu-o
ACENOW I.EDGEMENTS:
1. the d -y ed ac k novviedge that thland ow net i s ov, are ilist the proposed dI p t is planned fa I' h
myb jaW d A o,ding,lac ledge oun beI I1 ..t Ofh- h pl' ud to anc the pn-u
Is
r hazard phabldrus associated w th this lot. Phis c%planiam, was accompanied by —courtend.tani, wneeneorg ttaboh a-
t ion and Floodproof ng techniques
11'urthennore ecru Fy that 1 mn nuthoriud to grout, and do in fact grant. permission to Division of Coastal Man,,,, ­1 stall
the Local Pennit Officer and their agents to enter on the afercnrentioned lands in connection with evaluating infonnotion
relared to this permit. cntioa
phis the due of l IJr-' 4g0 2�
Landuwncr or per authorized to act as Ms/her a_enl for purpose of filing a CAMA penult appficanun
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BK 3705 PG 486 - 489 (4)
This Document eRecorded:
Fee: $26.00 DocType: QCD
Craven County, North Carolina
Sherri B. Richard, Register of Deeds
Prepared by/Return to:
Sticklin Law Firm
448 Westbrooke Shopping Center
Havelock, NC 28532
NORTH CAROLINA
CRAVEN COUNTY
NO TITLE SEARCH
DOC# 10088900
12/21 /2021 08.19.12 AM
Tax: $0.00
QUIT -CLAIM DEED
TO RECOMBINE LOTS
Parcel ID: 5-012-1-009; 5-012-1-008
(Recombination)
Stamps $-0-
THIS DEED. made and entered into this 20th day of December 2021 by and
between PHILLIP VAN WYNN of 113 Bimini Court, Havelock, NC 28532 (unmarried
GRANTOR);-to-PHILLIP VAN WYNN of 1.13 Bimini Court, Havelock, NC 28532 (unmarried
GRANTEE).
WHEREAS, the GRANTOR acquired an interest in the land and property hereinafter
described as conveyed in this instrument by virtue of those certain General Warranty Deeds which
submitted electronically by "stricklin Law Firm, P.A."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Craven county Register of Deeds.

BK 3705 PG 487 DOC# 10088900
appears of record in Deed Book 1580 at Page 852. and Deed Book 3670 at Page 2126, in the office
of the Register of Deeds for Craven County, North Carolina; and
WHEREAS, Grantor now desires to combine these two parcels of real property into one
parcel of real property.
WITNE,SSETfl:
KNOW ALL MEN BY THESE PRESENTS that 1. the GRANTOR, for the sum of TEN
DOLLARS AND NO/100 ($10.00) and other good and valuable consideration received of
GRANTEE, have remised, released and forever quit -claimed, and by these presents do, for myself and
my heirs, executors and administrators, justly and absolutely remise, release and forever quitclaim
unto the said Grantee, and to his heirs and assigns forever, all such right, title and interest as t.
Grantor, have or ought to have in or to all that piece, parcel, tract or lot of land lying in Number Five
(5) Township, Craven County, North Carolina, and described as follows:
SEE LEGAL DESCRIPTION ATTACHED HERETO AND INCORPORATED
HEREIN BY REFERENCE.
TO HAVE AND TO HOLD the aforesaid property unto said Grantee, his heirs and assigns,
to his only proper use and behoove forever; so that neither 1, nor any other person in my name and
behalf, shall or will hereafter claim or demand any right or title to the premises, or any part thereof,
but I and every one of them shall, by these presents, be excluded and forever barred.
Wherever used herein, the singular number shall include the plural, the plural the singular,
and the use of any gender shall apply to all genders as the context may indicate.

BK 3705 PG 488
DOC# 10088900
W
IN WITNESS whereof, we have hereunto set our hands and affixed our seals, this the 00 day of
1 e7e— .2021. —
IF
__(SEAL)
PHII1%,LI.AN WYNN
NORTH CAROLINA
CRAVEN COUNTY
IGina R. DeBona ,
a Notary Public for aforesaid County and State, do
hereby certify that PHILLIP VAN WYNN personally appeared before me this day and
acknowledged the due execution of the foregoing document.
foregoing
Witness my hand and official seal this the 20th day of December .2021.
Notary Public
My commission expires: /�" 1' 'aoa -D-

BK 3705 PG 489 DOC# 10088900
ATTACHMENT 4A: LEGAL DESCRIPTION
PARCEL ID:5-012-1-009,5-012-1-008
(Recombination)
All those certain lots orparcels of land lying and being situate inNumber Five (5) Township, Craven
County, North Carolina, and being more particularly described as l'ollows:
BEGINNING at the northwesterm-nost comer of Lot 9, The Moorings, Section One, as the same
appears in that certain map or plat appearing of record in Plat Cabinet H at Slide 131 B-C, in the
Office of the Register of Deeds of Craven County, North Carolina. RUNNING THENCE FROM
SAID POINT OF BEGINNING, so located, the following courses and distances:
North 82-19-29 East to the high water mark of Clubfoot Creek;
along and with the highwater mark of Clubfoot Creek to the southeasternmost corner of Lot 8, The
Moorings, Section One;
along and with the southern boundary line of Lot 8 South 84-41-06 West to the southwesternmost
comer of Lot 8;
along and with the eastern boundary line of Bimini Court, as delineated on the aforesaid plat, to the
northwestern corner of Lot 9, the point and place of beginning.
Subject to all previously recorded restrictions, covenants and easements.
Together with all rights of way and casements previously granted.
I
It is the intent of the Grantor and the Grantee to recombine Lots 8and 9 into one parcel of real
property hereafter identified as Lot 9.

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
The Sun Journal
Legal Advertisement Section
P.O. Box 1149
New Bern, NC 28563
Re: Public Notice - Lonnie Haaland
Dear Sir/Madam:
NORTH CAROLINA
Environmental Quality
Please publish the attached notice in the 5/18/2024 issue of the Sun Journal.
5/15/2024
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Amanda Cannon, NC Division of
Coastal Management, [e-mail].
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office.
Sincerely,
Amanda Cannon
Coastal Management Representative
DEQ�� North Carolina Department of Environmental Quality I Division of Coastal Management
_ Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CAROLINA
Department of Environmental auari /� 252.515.5400

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an Area of Environmental
Concern as designated under the CAMA was received as complete on 5/2/2024. According
to said application by Phillip Wynn proposing to construct a bulkhead, boat ramp, and
dredging located at 13 Bimini Ct, Havelock. A copy of the entire application may be examined
or copied at the office of Richard Mahoney, NC Division of Coastal Management, located at
400 Commerce Avenue, Morehead City, NC, [phone] during normal business hours.
Comments mailed to Tancred Miller, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, N.C. 28557, prior to 6/19/2024, will be considered in
making the permit decision. Later comments will be accepted and considered up to the time
of permit decision. Project modification may occur based on review and comment by the
public and state and federal agencies. Notice of the permit decision in this matter will be
provided upon written request.
PUBLISH ON: 5/18/2024
NORTH CAROLINAD_ EQ>
Department of Environmental auafi�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.515.5400

LENOIR CRAVEN �—
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1004 ARENDELLSTREET ` ` - REHABILITATION PHILLIP WYNN VICINITY MAP
MOREHEAD CITY, NO 2=7 113 BIMINI COURT 113 BIMINI COURT
PHONE: [phone] HAVELOCK, CRAVEN COUNTY, HAVELOCK, NC 26532
FAX:
(252) 622-:1 NORTH CAROLINA
arendellen ' eers.com
SCALE:
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DATE:
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6 t CAMA / DREDGE & FILL
GENERAL PERMIT Previous permit #
ONew LIModification ❑Complete Reissue [-]Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
❑ Rules attached.
Applicant Name iLIZ U'°} j'} j Project Location: County
Address 1 INA ( c 0 + '` Street Address/ State Road/ Lot #(s)
F
City_ —.---
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-State ' ZIP
Phone # ( )
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Fax # (,)
Subdivision
Authorized Agent
City
Affected ❑ CW
❑ EW
❑ PTA ❑ ES ❑ PTS
Phone # ( )
AEC(s): ❑ OEA
❑ HHF
❑ IH ❑ UBA ❑ N/A
Adj. Wtr. Body
❑ PWS:
^ FC:
Closest Maj. Wtr. Body
ORW: yes / no
PNA
yes / no Crit.Hab. yes / no
ZIP
River Basin
in /unkn)
..ONION
grim
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Agent or Applicant Printed Name it _
Signature "Please read compliance statement on back of permit"
PermitOfflcer's Signature
Issuing Date
Expiration Date
Rover File Name
Application Fee(s) Check # Local Planning jurisdiction

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Morehead City Headquarters
Mailing Address:
400 Commerce Ave
1638 Mail Service Center
Morehead City, NC 28557
Raleigh, NC 27699-1638
252-808-2808/ 1-888ARCOAST
Location:
Fax: [phone]
2728 Capital Blvd.
(Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604
New River Inlet- and Pamlico Counties)
919-733-2293
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

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ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to ��"� l (- W VN / J 's
(Name of Property Owner)
property located at G u (L % �$/� ✓t✓ LOC/4 /U L Z 9
Address, Lot, Block, Road, etc.)
on Ct-V6 f=DO C9m1F`L in e° ?,gUEl'y N.C.
(Waterbody) (Town and/or County)
He has described to me as shown in the attached application and project drawing(s), the development
he is proposing at that location, and, I have no objections to his proposal.
APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED
Sign re
_'DC-�/A"V
Print or Type Name
,;2 j z- L,.S Z
<<= G z
Telephone Number
Date

ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to Per ! L w ti /V A J s
(Name of Property Owner)
property located at 4 O 7— #!- S /.11n?) iZ /N 6 S(�L pL ®L RO /�/ g S �Z
Address, Lot, Block, Road, etc.)
on C CJ-413 t✓il�%L , in cx4VC5/V , N.C.
(Waterbody) (Town and/or County)
He has described to me as shown in the attached application and project drawing(s), the development
he is proposing at that location, and, I have no objections to his proposal_
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
Print or Type Name
4 / n -- 7j G� _ 7 7�
Telephone Number
ILI
Date

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