20231727 Ver 1_CAMA Application_20231219

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: NC Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: 109 Causeway Dr Wrightsville Beach, NC 28480
Longitude:-77.81124 Latitude: 34.21768
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
5/17/2023
Meet with applicant representative
Yes
5. PROCESSING PROCEDURE -
Application Received
Application Complete
Regional Office
12/14/2023
12/6/2023
DCM - Wilmington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: NEW HANOVER, New Hanover County, Town of
Wrightsville Beach
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine and Ocean System, Coastal Shoreline, Estuarine
Shoreline, Coastal Wetlands, Public Trust Areas, Estuarine Waters
(C) Water Dependent: Yes and No
(D) Intended Use: Public/Government
(E) Wastewater Treatment:
Existing:
Planned:
(F) Type of Structures:
Existing: Boat Ramp, Boat ramp, Floating platform(not marina), Shoreline
Stabilization, Bulkhead(below MHW/NHW vinyl), Bulkhead(below MHW wood),
Upland Development, Parking lot
Planned: Shoreline Stabilization, Bulkhead(below MHW/NHW vinyl), Upland
Development, High ground disturbance, Misc. building
(G) Estimated Annual Rate of Erosion:
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED W
FILLED W
OTHER (ft2)
A Open Water
CW's above NHW
C CW's below NHW
975
Shallow Bottom
High Ground
3185
3440
Non -Coastal WL
(E) Total Area Disturbed: 7600 W
(F) Primary Nursery Area: No
Field Investigation Report: NC Wildlife Resources Commission
DCM Major Permit
Page 11

(G) Water Classification: HQW: High Quality Waters; SA: Market Shellfishing, Tidal
Salt Water
Open to Shellfishing: No
Field Investigation Report: NC Wildlife Resources Commission
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
The applicant proposes to construct a new vinyl bulkhead a maximum of 2' waterward of an
existing bulkhead portion, resulting in the filling of approximately 975 sq.ft. of Coastal
Wetlands. The applicant also proposes to install 957 stone with a geotextile underlay within
the footprint of the existing high ground peninsula, to remove existing "permeable" pavers on
the south side of the property and install geo-web tiles with a geotextile liner and #57 stone
infill in the same footprint. Finally, the applicant is proposing to remove an existing fence and
to construct a new rail -post fence approximately 10' landward of the proposed bulkhead.
9. NARRATIVE DESCRIPTION:
The project site is located at 109 Causeway Drive (PID: R05714-005-001-001), Wrightsville
Beach, adjacent to Atlantic Intercoastal Waterway (AIWW), New Hanover County.
According to the application, the parcel located at 109 Causeway Drive is approximately
135,700.00 sq. ft. (3.1 acres). The parcel is owned by the NC Wildlife Resource Commission
(NC WRC) and currently operates as a public boat ramp. Waterward of the parcel there are
three (3) existing concrete boat ramps, four (4) floating docks for access, and two (2)
bulkheads along the north and west sides of the property that approximate Normal High Water
(NHW). The bulkhead on the west side of the property turns perpendicular to the AIWW and
this portion of the structure acts as a breakwater. Two of the three existing boat ramps can
accommodate up to two (2) trailered vessels. There also is an approximately existing man-
made peninsula of high ground located on the north side of the facility. The existing man-made
peninsula is stabilized by a bulkhead and is oriented perpendicular to the AIWW once (see
Sheets CD-2.0, CD-2.1, and CD-2.3). On the high ground area of the parcel there is an existing
paved parking lot, with sixty-four (64) spaces for vehicles with trailers, and two (2) paved
travel lanes for loading and unloading of vessels. Adjacent to the travel lane on the west side
of the property, there are approximately 83 linear ft of existing "permeable" pavers made of a
mixture of concrete and stone (see Sheets CD-2.0 and CD-2.1).
There are Coastal Wetlands, that primarily consist of Spartina alterniflora (Smooth Cordgrass),
that run along the entire length of the existing bulkhead on the north side of the property. The
Coastal Wetlands in this area also extend into the neighboring parcel to the north. There is a
second area of Coastal Wetlands, that primarily consists of Spartina alterniflora (Smooth
Cordgrass), located directly waterward of the existing bulkhead on the west side of the
property. The area measures approximately 37' in width and extends approximately 30' into
the AIWW. The project site has approximately 500 linear ft of shore frontage. The adjacent
riparian parcel to the south is an undeveloped, vegetated area that is owned by the Town of
Wrightsville Beach and is located adjacent to the Wrightsville Beach Causeway Bridge that is
maintained by NC Department of Transportation (NC DOT). The adjacent riparian parcel to
the north is an undeveloped area that is dominated by coastal marsh and is owned by the Town
of Wrightsville Beach.
According to aerial photography, the parcel has been used as a public boat ramp since at least
1993. State Permit No. 37-97 was issued on March 24, 1997 and expired on December 31,
2000. State Permit No. 37-97 authorized the development of the high ground parking area, the
existing bulkhead, the existing boat ramp configuration, and excavation of a basin. The
Field Investigation Report: NC Wildlife Resources Commission
DCM Major Permit
Page 13

existing floating docks, the existing bulkhead portion that stabilizes the high ground peninsula
on the north side, and the portion of the bulkhead on the west side that acts as a breakwater,
were all replaced under CAMA General Permit 87646D, which was issued October 10, 2022.
The Town of Wrightsville Beach Land Use Plan classifies the adjacent waters as Conservation,
and the adjacent high ground portion of the project area as Residential. The adjacent waters of
the AIWW in the project area are classified as SA:HQW by the Division of Water Resources
and this area is NOT designated as Primary Nursery Area (PNA) by the N.C. Marine Fisheries.
They are CLOSED to the harvest of shellfish.
10. PROJECT DESCRIPTION:
The applicant proposes to construct a new vinyl bulkhead a maximum of 2' waterward of an
existing bulkhead portion, resulting in the filling of approximately 975 sq.ft. of Coastal
Wetlands. The applicant also proposes to install #57 stone with a geotextile underlay within the
footprint of the existing high ground peninsula, to remove existing "permeable" pavers on the
south side of the property and install geo-web tiles with geotextile liner and #57 stone infill in
the same footprint. Finally, the applicant is proposing to remove an existing fence and to
construct a new rail -post fence approximately 10' landward of the proposed bulkhead.
The applicant proposes to construct a new 455' vinyl bulkhead a maximum of 2' directly
waterward of the existing bulkhead portion located on the north side of the property, resulting
in the filling of approximately 975 sq.ft. of Coastal Wetlands (see Sheets CD-2.0, CD-2.1, and
CD-2.2). The Coastal Wetlands consist primarily of Smooth Cordgrass (Spartina alterniflora).
The proposed bulkhead would step out a maximum of 2' below Normal High Water (NHW),
as measured from the existing face of the timber bulkhead to the waterward face of the
proposed new vinyl bulkhead (see Sheet CD-8.1). The proposed bulkhead will tie into the
previously permitted bulkhead section to the north. The applicant states that approximately
5,885 sq.ft. of Coastal Wetlands would be temporarily impacted if the contractor brings in the
equipment from the waterward side to install the proposed bulkhead. The applicant states that
the contractor would use wetland matting if approaching from the waterward side and would
restore the site to pre -project condition after the completion of the project (see Narrative).
The applicant also proposes to install 957 stone with a geotextile underlay within the footprint
of the existing high ground peninsula located on the north side of the property adjacent to the
proposed bulkhead. The proposed footprint would measure approximately 83' in length x 12'
in width and the applicant is proposing approximately a 4" thick layer of 957 stone. There are
no wetlands located in the proposed footprint and the stone would be placed above Mean High
Water (MHW), however, the footprint would be located within the 30' Coastal Shoreline
Buffer and within the 75' Estuarine Shoreline Area of Environmental Concern (AEC) (see
Sheets CD-2.0, CD-2.1, CD-2.3, and CD-8.3). The applicant is proposing to install a geotextile
underlay beneath the layer of 957 stone to prevent from creating an impervious surface within
the 30' Coastal Shoreline Buffer (see Sheets CD-2.3 and CD-8.3). The applicant states that the
purpose of the installation of the 957 stone would be for erosion control of the high ground on
the peninsula. No additional impervious surface is proposed within the Estuarine Shoreline as
part of this proposal.
Field Investigation Report: NC Wildlife Resources Commission
DCM Major Permit
Page 14

The applicant is also proposing to remove the existing "permeable" pavers that are located on
the south side of the property and install geo-web tiles with a geotextile liner and 957 stone
infill in the same footprint. The proposed footprint would measure approximately 188' in
length x 13' in width and would be installed in the same footprint as the existing "permeable"
pavers. The proposed footprint would be located above MHW but would be located within the
30' Coastal Shoreline Buffer and the 75' Estuarine Shoreline AEC. The proposed footprint is
located adjacent to potential 404/Coastal Wetlands, however, the application states that there
would be no permanent wetland impacts from the installation of the geo-web tiles (see Sheets
CD-2.0, CD-2.1, and Narrative). During the installation process, the applicant is proposing that
a 1' wide strip of existing pavement is to be removed and concrete is to be installed in the same
footprint, which would be located at the top of the proposed geo-web tiles. The applicant states
that the purpose of installing the concrete strip would be to protect the proposed geo-web tiles
from vehicle traffic and to act as a structural anchor (see Sheet CD-4.6 and Narrative). No
additional impervious surface is proposed within the Estuarine Shoreline as part of this
proposal.
Finally, the applicant is proposing to remove an existing wooden fence, that begins at the north
end of the existing bulkhead and runs parallel to the bulkhead along the property. Once the
existing fence is removed, the applicant proposes to install a 425 linear ft rail -post fence
approximately 10' landward of the proposed bulkhead alignment. The proposed rail -post fence
would be located within the 30' Coastal Shoreline Buffer and within the 75' Estuarine
Shoreline AEC (see Sheets CD-2.2 and CD-2.3). The fence posts would measure 6' x 6' and
would have approximately 18" inch thick concrete footing at the bottom of the post that would
be installed approximately 3' below ground level (see Sheet CD-8.2).
11. ANTICIPATED IMPACTS:
The proposed 455' vinyl bulkhead would be constructed a maximum of 2' waterward of the
existing bulkhead. The proposed new alignment would permanently impact approximately 975
sq.ft. of Coastal Wetlands consisting primarily of Smooth Cord Grass (Spartina alterniflora) and
approximately 520 sq. ft. of Estuarine Waters/ Public Trust Area. Depending on methodology
there is the potential for 5,885 sq.ft. of temporary impacts within Coastal Wetland areas for
bulkhead installation. Minor increases in turbidity should be expected during construction.
The proposed 4" of #57 stone with filter fabric within the footprint of the existing high -ground
peninsula would impact approximately 996 sq. ft. of high ground within the 30' Coastal
Shoreline Buffer. The proposed geo-web tiles with #57 stone infill and geotextile liner which
would impact approximately 2,444 sq. ft. of high ground within in the same footprint as existing
"permeable" pavers, within the 30' Coastal Shoreline Buffer. No additional impervious surface
is proposed within the Estuarine Shoreline as part of this proposal.
Name: Kelsey Beachman Date: 12-19-2023 Office: DCM - Wilmington Regional Office
Field Investigation Report: NC Wildlife Resources Commission
DCM Major Permit
Page 15

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1174
DCM Major Permit
12-14-2023
12-06-2023
03-02-2024
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business
Phone
Mobile
Phone
Business/Company
NC Wildlife
Resources
Commission
NC Wildlife
Resources
Commission
[e-mail]
919-707-4050
919-632-
0360
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
1718 NC 56
Creedmoor
NC 1
27522
1718 NC 56
Creedmoor
NC
27522
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Wrightsville Beach BAA Renovation - Phase 2
Public/Government
15326 Sq. Ft. / 0.35 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 Permit No. 90513 (Issued 10/10/2022)
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
109 Causeway Dr Wrightsville
Beach, NC 28480
New Hanover
White Oak
R05714-005-001-001
34.21768
-77.81124
Project Discharges to State Waters
Discharge Type
Surface Sanitary
Runoff 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
Existine Man -Made Features:
txisung ooai ramp io serve general public for launching water craft. Paved access road, parking area, and concrete boat ramps.
Includes courtesy floating docks. Area also includes maintained landscaped area.
Existing Land Uses:
Commercial and Residential areas adjacent to property.
Existing Wastewater Treatment/Disposal:
None
Solid Waste/Fish Offal/Trash Disposal:
Use and Dailv Operations of the Proiect When Complete
Proposed Development Purpose:
Site will continue to be used by public for launching / retrieving vessels.
Buildings/Facilities/Units/Structures:
None added. No additional paved area or modifications are proposed. This is simply a renovation project.

Use & Daily Operations:
Public Boat Ramp and Parking Area.
Construction Methodology & Equipment:
Equipment would include excavator for site work and vinyl / pile installation. Dump truck for debris removal and skid steer for
moving materials. Material and equipment would be stored in existing parking area. Contract has the option of utilizing the upland
area to install the bulkhead or may use crane matting installed adjacent to the wall. Matting will be required to be removed after
bulkhead installation and disturbed area must be repaired to preconstruction condition.
Development Activities Narrative Specifics:
Installation of 455 linear feet of bulkhead to replace existing, deteriorated bulkhead along Northern portion of property. Installation
of 455 linear feet of rail fence to replace existing fence along entry road. Installation of 1,030 SF of #57 stone in existing peninsula
(adjacent to boat ramp) for erosion control. Removal of existing stone pavers and concrete infill and installation of geoweb and #57
stone infill in same footprint to address erosion issues (southern portion of site near boat tie down lane)
Application Narrative:
The North Carolina Wildlife Resources Commission (NCWRC) owns the existing
Wrightsville Beach Boat Access Area (BAA) located at 109 Causeway Drive,
Wrightsville (New Hanover County). This property has served the general public
as a public boat launch for a number of years with 5 concrete boat ramps and a
paved parking area.
The existing bulkhead and docks serving the boat ramps were replaced in January
2023 as part of the first phase of renovation for the BAA. NCWRC is submitting
a CAMA Major application for the phase 2 renovation of the site.
This work will include, replacement of 455 linear feet of bulkhead on the
Northern portion of the property adjacent to the entry access road to the ramp.
The existing bulkhead is in poor condition due to its age. The new bulkhead
will be installed directly adjacent to the exiting bulkhead and will consist of
a Navy style bulkhead wall with vinyl pile sheets, wood wailers, and wooden
piles. The proposed bulkhead will be anchored using an aluminum sheet panel and
associated tie rod. Work is expected to be performed from the upland area,
however the contractor may elect to use matting on the water side of the
existing bulkhead. All matting will be removed, and the site restored to
pre -construction condition once the wall is complete. Note that as the proposed
bulkhead will be located directly adjacent to the existing bulkhead,
approximately 975 square feet (sq ft) of coastal wetlands will be permanently
impacted. Temporary impacts to coastal wetlands, should the contractor elect to
install the wall from the water side would be approximately 5,885 sq ft.
The existing peninsula onsite (located directly North of the existing boat ramp
will have a 4" thick layer of #57 stone placed in this area. Due to the public
walking on this area, grass has not been able to establish. The stone addition
will act as erosion control for this area and will not receive vehicle traffic.
Only #57 stone will be used in this area.
The existing embankment to the South of the tie down lane was at some point
covered with permeable pavers with a mixture of concrete and stone. This area
receives runoff from the parking area. This area has experienced erosion due to
the improper compaction of the subgrade and location of the pavers during its
initial installation. NCWRC is proposing removal of the existing permeable
pavers, installation of a geotextile liner, 4" tall geo-web, and placement of
#57 stone as the geoweb infill. A 1' wide strip of existing pavement will be
removed and concrete will be installed inside the top portion of the geoweb to
protect against vehicle traffic and insure a strong anchor. The geoweb will be
installed in the same footprint as the permeable paver. No permanent wetlands
will be impacted. Some minor temporary impacts may occur; however they would
be limited to areas directly adjacent to the existing pavers and would be
restored to pre -construction conditions.

Note that the actions proposed are the same items discussed onsite with CAMA
representatives Kelsey Beachman & Bryan Hall on May 17, 2023.
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
True 1 0
Source of Erosion Amount Information
Existing Concrete Blocking Near Tie Down Lane. The existing concrete blocking (and concrete infill) has experienced settlement due to runoff from the parking
area.
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
455
2
2
2
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
0
Rock
Contractor to Provide
How Will Fill Material be Kept on Site and Erosion Controlled
Stored in Parking Area with Erosion Control Logs surrounding pile
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
Other
Geoweb Protection System, with Geotextile Underlay and # 57 Stone Infill
Type of Stabilization Material
Describe "Other" Stabilization Material
Granite
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
188
13
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
1
0
Contractor to Provide
How Will Fill Material be Kept on Site and Erosion Controlled
Stored onsite (Parking Area) and surrounded with erosion control log
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
Other
#57 Stone with Geotextile Underlay
Type of Stabilization Material
Describe "Other" Stabilization Material
Granite
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
83
12
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
Contractor to Provide
How Will Fill Material be Kept on Site and Erosion Controlled
Stored in Parking Area with Erosion Control Logs surrounding pile
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: False
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)
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)
500
175
500
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)
500
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
Marina Development Activity Details Required

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BoodtfG FACE 275
;STATE OF NORTH CAROLINA
ADMITTED TO RECORD
BOOK PAGE
FILE N0.
0a 10 3 24 PH'77
LOIS C LERAY
NEW NANO ER CO., N. C.
1 D E E D
OF
COUNTY OF NEW HANOVER
G I F T
THIS DEED OF GIFT, made this the 13th day of October ,
j 1977, by the TOWN OF WRIGHTSVILLE BEACH, a municipal corporation of New
Hanover County, North Carolina, party of the first part, to the STATE OF
NORTH CAROLINA, party of the second part;
W I T N E S S E T H
THAT, WHEREAS, the party of the first part is the owner in fee
of the tract of land hereinafter described and desires to give and donate
it without compensation or charge for the establis}+rent of a public
boating access area; and
WHEREAS, said Deed of Gift was authorized and approved by the
Board of Aldermen of the Town of Wrightsville Beach by resolution adopted
on October 7, 1976; and
C WHEREAS, the Wildlife Resources Commission of the State of North
Carolina has requested and approved the execution of this instrument for
the purposes herein specified; and
WHEREAS, the acceptance of this Deed of Gift for and on behalf
of the State of North Carolina was duly approved by the Governor and
Council of State at a meeting held in the City of Raleigh on October 4,
1977,
NOW, THEREFORE, for and in consideration of the sum of ONE
DOLLAR, the receipt of which is hereby acknowledged, the said party of the
first part has bargained, sold and conveyed, and does hereby bargain, sell
and convey to the party of the second part, its successors and assigns,
but upon the conditions hereinafter set forth, the following tract or
parcel of land in Town of Wrightsville Beach, New Hanover County, North
Carolina, and being more particularly described as follows:

BOOKR16 mi 276
BEGINNING at the pointof intersection of the Eastern
right-of-way line of the Atlantic Intracoastal Waterway
with the curve of the northern line of U.S. Highway
74-76 as shown by Map of Channel Walk Townhouses recorded
in Map Book 13, page 1, said point being the westernmost
corner of a lot (property of the Town of Wrightsville Beach),
running thence from said beginning westward with said
curve having a radius of 1909.86 feet and a deflection
angle of 48 degrees 48 minutes 313.60 feet to the point
of tangent of said curve (chord to the previous course
being north 55 degrees 42 minutes west 313.24 feet)
thence continuing with said northern line of U. S. Highway
74-76 north 51 degrees 00 minutes west 500 feet more or
less to a point in the charnel of said waterway, thence
north 39 degrees 00 minutes east 200.00 feet to a point,
thence south 51 degrees 00 minutes east 500.00 feet to the
point of curvature of a curve having a radius of 1709.86
feet and a deflection angle of 48 degrees 48 minutes to the
left, thence with said curve eastward 326.13 feet to a
point in said eastern line of the Atlantic Intracoastal
Waterway (chord to the previous point being south 56
degrees 28 minutes east 325.86 feet), thence with said
eastern line south 42 degrees 23 minutes 45 seconds west
205.79 feet to the point of BEGINNING, containing 3.76
acres, more or less, and being entirely within the right-
of-way of tie Atlantic Intracoastal Waterway and subject to deed
recorded in Book 207, page 316, New Hanover County Public Registry.
This conveyance is made upon the express condition that the said
party of the second part shall construct upon said premises a public boating
access area, and in the event the party of the second part shall fail to
construct a boating access area upon said property or shall cease to use
said property as a public boating access area after construction of same,
then in either of such events, the estate and lands hereinabove described
shall revert to and vest in the party of the first part, its successors
and assigns, and all the estate, property and rights of the party of the
I;
I
second part in and to said premises shall cease, terminate and become
absolutely void.
i
TO HAVE A"D TO HOLD the premises herein granted unto the said
party of the second part, its successors and assigns, forever, subject
to the conditions set forth herein.
AND the party of the first part covenants for itself, its
a
successors and assigns, that it is seized of said premises in fee and has
the right to convey the same in fee simple; that said premises are free
i�
;from ar,v encumbrances, and that it will forever warrant and defend title
to the same against the claims of all persons whomsoever.

BoodiM ?ALE 277
IN TESTIMONY WHEREOF, the party of the first part has caused
this instrument to be executed in its name by its Mayor, attested by its
Town Clerk -Treasurer, and its common Corporate Seal to be hereto affixed,
by virtue of the power and authority aforesaid, as of the day and year
first above written.
A11E.j1:
Town Clerk-Treas e
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
TOWN OF WRIGHTSVILLE BEACH
7xA
,or
j J1Cniid_eo
I, Mery E. Nichols , a Notary Public in and for
the County and State aforesaid, hereby certify that H. H. Perry, Jr. ,
with whom I am personally acquainted, personally appeared before me, and
he
being by me duly sworn, says that -Ow is the Town Clerk -Treasurer of the
he
Town of Wrightsville Beach and that she knows the common seal of the Town
of Wrightsville Beach, a municipal corporation, and is acquainted with
Robert W. Sawyer , Mayor of said Town of Wrightsville Beach;
he
and that s" saw the said Robert W. Sawyer sign the foregoing
instrument and saw the common seal of said Town of Wrightsville Beach
he
affixed to said instrument by said Mayor and that -the as Town Clerk-Treasur
his
signed 4wr name in attestation of the execution of said instrument by
said _ Robert W. Sawyer , Mayor.
WITNESS my hand and Notarial Seal, this the 13th day of
October , 1977.
l t- �! `
� � V
Notary Public
Ny rmmi,oQ expires:
''*Ikr L tet 15, 1980
Received and Recorded
10/20/77 M
— i
Re ister of Deeds
STATE OF NORTH CAROLINA
New Hanover Countyy
The Foregoing CcrtiK.:ate of - _ - - _ -
Mary E. Nichols ------
Notary- Pub] _ic_is certified to he correct.
This the 20 day oActober 1977
Drawn By _ Attorney- General
Lois C- Le Ray. Register of eeds
r, ..i 1�7 X, / ,' r, I "'?,., � �..-

WRIGHTSVILLE BEACH BAA RENOVATION -
PHASE 2
NEW HANOVER COUNTY, NC
CAMA MAJOR
PERMIT APPLICATION SUBMITTAL
NARRATIVE
Michael Leggett, PE
Lead Engineer
NC Wildlife Resources Commission
Engineering Services
Main Office Lake Rogers Depot
1720 Mail Services Center 1718 NC Hwy 56 W
Raleigh, NC 27699 Creedmoor, NC 27522
Phone: [phone] Phone: [phone]

Narrative
The North Carolina Wildlife Resources Commission (NCWRC) owns the existing Wrightsville Beach
Boat Access Area (BAA) located at 109 Causeway Drive, Wrightsville (New Hanover County). This
property has served the general public as a public boat launch for a number of years with 5 concrete
boat ramps and a paved parking area.
The existing bulkhead and docks serving the boat ramps were replaced in January 2023 as part of the
first phase of renovation for the BAA. NCWRC is submitting a CAMA Major application for the phase
2 renovation of the site.
This work will include, replacement of 455 linear feet of bulkhead on the Northern portion of the
property adjacent to the entry access road to the ramp. The existing bulkhead is in poor condition due
to its age. The new bulkhead will be installed directly adjacent to the exiting bulkhead and will consist
of a Navy style bulkhead wall with vinyl pile sheets, wood wailers, and wooden piles. The proposed
bulkhead will be anchored using an aluminum sheet panel and associated tie rod. Work is expected to
be performed from the upland area, however the contractor may elect to use matting on the water side
of the existing bulkhead. All matting will be removed, and the site restored to pre -construction
condition once the wall is complete. Note that as the proposed bulkhead will be located directly
adjacent to the existing bulkhead, approximately 975 square feet (sq ft) of coastal wetlands will be
permanently impacted. Temporary impacts to coastal wetlands, should the contractor elect to install
the wall from the water side would be approximately 5,885 sq ft.
The existing peninsula onsite (located directly North of the existing boat ramp will have a 4" thick layer
of 957 (or other landscape stone) placed in this area. Due to the public walking on this area, grass has
not been able to establish. The stone addition will act as erosion control for this area and will not
receive vehicle traffic.
The existing embankment to the South of the tie down lane was at some point covered with permeable
pavers with a mixture of concrete and stone. This area receives runoff from the parking area. This area
has experienced erosion due to the improper compaction of the subgrade and location of the pavers
during its initial installation. NCWRC is proposing removal of the existing permeable pavers,
installation of a geotextile liner, 4" tall geo-web, and placement of 457 as the geoweb infill. A F wide
strip of existing pavement will be removed and concrete will be installed inside the top portion of the
geoweb to protect against vehicle traffic and insure a strong anchor. The geoweb will be installed in
the same footprint as the permeable paver. No permanent wetlands will be impacted. Some minor
temporary impacts may occur; however they would be limited to areas directly adjacent to the existing
pavers and would be restored to pre -construction conditions.
Note that the actions proposed are the same items discussed onsite with CAMA representatives Kelsey
Beachman & Bryan Hall on May 17, 2023.

EXISTING NORTHERN BULKHEAD

EXISTING PENNISULA (LANDSCAPE STONE TO BE ADDED)

EXISTING PAVERS (TO BE REPLACED WITH GEOWEB)

EXISTING PAVERS (TO BE REPLACED WITH GEOWEB)
2wski
"`, ♦ .MAp
Ali ��� �

Leggett, Michael W
From: 401 Pre File
Sent: Friday, May 19, 2023 8:24 AM
To: Leggett, Michael W
Subject: Automatic reply: 401/Buffer Pre -filing Meeting Request
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre -filing meeting request was submitted at least 30 days prior will be
returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
Iist(s).
For Non -Transportation Central Staff:
https://deg.nc.gov/about/divisions/water-resources/water-q uality-permitting/401-buffer-permitting/401-
buffer-permitting-contacts
For Non -Transportation Regional Staff:
https://edocs.deg.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deg.nc.gov/a bout/divisions/water-resources/water-resources-permits/transportation-
pe rm itt i ng/staff-contacts

From:
Menefee -Dunn, Barbara A
To:
Sullivan. Shelton
Subject:
Emailing: Wrightsville Beach - EPayment-$400 (2)
Date:
Wednesday, December 20, 2023 2:36:54 PM
Attachments:
Wrightsville Beach - EPavment-$400 (2).msg
Your message is ready to be sent with the following file or link attachments:
Wrightsville Beach - EPayment-$400 (2)
Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file
attachments. Check your e-mail security settings to determine how attachments are handled.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties by an authorized state official.

r
* Complete items 1, 2, and 3.
* Print your name and address on the reverse
so that we can return the card to you.
W Attach this card to the back of the mailpiece,
- or on the front if space permits.
1. Article Addressed to:
L-e-f-'-3 CA'i �AOA
X1 I Lee-'6 b-A
Ljr,-�\4.6v"jj
'e
o)
9590 9403 0251 5155 8028 43
2. Article Number (Transfer from service label)
7022 1670 0003 4448 1009
PS Form 3811, April 2015 PSN 7530-02-000-9053
A. Signature
x El Agent
0 Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from item 1 ? 0 Yes
If YES, enter delivery address below. 0 No
3.Service Type
0 Priority Mail Express®
0 Ad -it Signature
0 Registered Mail T.
0 Adult Signature Restricted Delivery
0 Registered Mail Restricted
i1Certified Mail®
Delivery
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0 Return Receipt for
• Collect on Delivery
Merchandise
• Collect on Delivery Restricted Delivery
El Signature ConfirmationTM
!sured Mail
n Signature Confirmation
isured Mail Restricted Delivery
Restricted Delivery
,ver $500)
Domestic Return Receipt

Tracking Number:
70221670000344481009
1 Copy Add to Informed Delivery
Latest Update
Your item was delivered to an individual at the address at 3:42
pm on October 7. 2023 in WRIGHTSVILLE BEACH, NC 28430
Get More Out of USPS Tracking:
M USPS Tracking Plus
Delivered
Delivered, Left with Individual
WRIGHTSVILLE BEACH, NC 28480
October 7, 2023, 3:42 pm
Departed USPS Regional Destination Facility
FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX
October 7, 2023, 12:51 am
Arrived at USPS Regional Destination Facility
FAYETTEVI LLE NC DISTRIBUTION CENTER ANNEX
October 6, 2023, 3:47 p o
Departed USPS Regional Facility
RALEIGH NC DISTRIBUTION CENTER
October 6, 2023, 3:54 am
Arrived at USPS Regional Facility
RALEIGH NC DISTRIBUTION CENTER
October 5, 2023, 6:24 pm
Departed USPS Facility
CREEDMOOR, NC 27522
October 5, 2023, 3:54 pm
USPS in possession of item
CREEDMOOR, NG 27522
October 5, 2023, 1:29 pm
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* Complete items 1, 2, and 3.
* Print your name and address on the reverse
so that we can return the card to you.
* Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
WIWC
J55-01 1Vj"1V!i, TWA
.1
111111111 IN 111111111111111111111111111111111111
9590 9403 0251 5155 8026 07
2. Article Number (Transfer from service label)
7022 1670 0003 4448 0927
PS Form 3811, April 2015 PSN 7530-02-000-9053
A. Si
Agent
dclresse2-�'
B. �heceivbcl by (Printed Na C. Date of Delivery
T
rit fObn1 i 1? OYes
r t
D. ;bt-E6rh&addr4C-ssjs, en t f ni
bm6fe'delivery address below: 0 No
E P 2 9 a n!,
0—�
3. Service Tylod-"'
0 Priority Mail ExpressO
• Adult Signature
0 Registered MajlTM
• Adult Signature Restricted Delivery
El Registered Mail Restricted
XCertified M11 0
Delivery
0 Certified Mai Restricted Delivery
0 Return Receipt for
El Collect on Delivery
Merchandise
0 Collect on Delivery Restricted Delivery
11 Signature ConfirmationTM
hsured Mail
0 Signature Confirmation
Isured Mail Restricted Delivery
Restricted Delivery
_Wer $500)
Domestic Return Receipt

4D
NORTH CAROLINA
Environmental Quality
December 19, 2023
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Niles Slavin — Brunswick County
• NC Wildlife Resources Commission — New Hanover County
• Joseph McKinney — New Hanover County
ROY COOPER
Governor
ELIZABTH BISER
secretary
BRAXTON DAVIS
Director, Division of Coastal Management
Hello: Please publish the attached Notice in the Tuesday, December 26, 2023 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit & invoice for payment to Tanya Pietila at the NC Division of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910- 796- 7226, (Customer #489895).
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
Tanya K. Pietila
Permitting Support & Customer Assistance
cc: MHC Files
Cameron Luck — MHC
USACE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

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 the following applications were submitted for development permits in Areas of Environmental
Concern as designated under the LAMA: On December 15, 2023 Niles Slavin proposed to install a new boat
lift, increasing from two (2) existing slips to a total of three (3) proposed slips at 113 West Island Dr., adj. to
Davis Canal in Oak Island, Brunswick County; On December 19, 2023, NC Wildlife Resources Commission
proposed to construct a new vinyl bulkhead a max of 2' waterward of an existing bulkhead, resulting in approx.
975 sgft. of Coastal Wetland fill, the installation of #57 stone w/Geotextile underlay and the removal of fencing
to install new rail post fencing at 109 Causeway Dr., adj. to the AIWW in Wrightsville Beach, New Hanover
County; And on December 18, 2023, Joseph McKinney proposed to construct a new bulkhead a max. of 2'
waterward of the existing failing bulkhead resulting in the filling of approx. 16 sq ft. of Coastal Wetlands at 42
Pelican Dr., adj. to Lee's Cut in Wrightsville Beach, New Hanover County. Copies of these applications can be
examined or copied at the office of Patrick Amico (Brunswick County) or Kelsey Beachman (New Hanover
County) N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington, NC 28405, [phone] (Patrick Amico) or [phone] (Kelsey Beachman) during normal
business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to January 16, 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 these matters will be provided upon written request.

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner:
Address of Property:
North Carolina Wildlife Resources
109 Causeway Drive, Wrightsville, NC 28480
Mailing Address of Owner: 1718 NC 56 West, Creedmoor, NC 27522
Owner's email: [e-mail] Owner's Phone#: [phone]
Agent's Name: Michael Leggett
Agent's Email: same as above
Agent Phone#: same as above
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
��11
1 6
Typed/Printed name of ARPO: _ r"` �`Y w
Mailing Address of ARPO:
� .4111, "l f
�o-x ( 2� i 1 /4.9 A fis V,1 << &, 4 N c.
ARPO's email: 2W�^f
ARPO's Phone#: r/ 97�
Date: 7i �� *waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

® NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Cameron Ingram, Executive Director
November 15, 2023
Kelsey Beachman — NC CAMA Field Representative
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Wrightsville Beach BAA Renovation — Phase 2
Additional Information Response
To Whom it May Concern,
The North Carolina Wildlife Resources Commission (NCWRC) is submitting an additional information
response to the comments received from NC CAMA dated November 3, 2023. These comments were in
response to the Major CAMA permit application review for a proposed renovation at the Wrightsville
Beach Boat Access Area near Wrightsville Beach, NC (New Hanover County).
Please let me know if you have any questions related to this project. I can be reached at [phone]
or via email at michael.leggett(a ncwildlife.org.
Sincerely,
Michael Leggett, PE
Engineer
Enclosures
Mailing Address: N.C. Wildlife Resources Commission • 1718 NC-56 • Creedmoor NC 27522
Telephone: [phone]

Additional Information Request Items & Response
Narrative Development Activities, and Workplans
1. Your narrative and development activities need to specify the sqft of coastal wetlands that are being
proposed to be impacted by the proposed bulkhead installation. This is what makes the project a CAMA
Major application and needs to be addressed in the application materials.
Note that as the proposed bulkhead will be located directly adjacent to the existing bulkhead,
approximately 975 square feet (sq ft) of coastal wetlands will be permanently impacted.
Temporary impacts to coastal wetlands, should the contractor elect to install the wall from the
water side would be approximately 5,885 sq ft. The attached narrative has been updated to
include these figures.
2. The jurisdictional wetland boundary adjacent to the proposed location for the geoweb and infill material
needs to be identified on the workplan drawings.
An approximate boundary line related to wetlands has been identified on the workplan drawings
(see sheet CD-2.1). This boundary is based on the toe (limit) of the existing pavers.
3. Is the proposed geoweb and infill going to be within the exact dimensions as the pavers that are currently on
site or are the dimensions changing? Will there be jurisdictional wetlands impacted from this development
activity? If there are to be wetland impacts from this activity, the sqft impacts and dimensions need to be
reflected in the narrative, development activities section, and within the workplans.
Per our onsite discussions on May 17th, 2023, the geoweb and infill will go in the same location as
the pavers onsite. No permanent wetlands will be impacted. Some minor temporary impacts may
occur; however they would be limited to areas directly adjacent to the existing pavers and would
be restored to pre -construction conditions.
Other Requirements
4. Please send a request to pre -file to this email: 401PreFile@ncdenngov. Once you pre -file, please submit a
screenshot of the pre -file request email along with your other application materials. I cannot finish
processing the application until 30 days after the pre -file date.
Please see attached email, submitted to 401Prefile@ncdenr.c�ov on May 191h, 2023.
5. The application fee for this proposed project will be $400.00. Please submit a physical check made payable
to NCDEQ.
Please see attached epayment, paid to NCDEQ in the amount of $400.

Major Permit Fee Schedule
Project Name:
1�C UDC
�c(Ct bDa4
County: �kj
UOUVI ()'JC
Check No & Amount:
4 t-4-0'rDr' O c)
h ri t4 � it l n
Development Type
Fee DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
1. Private, non-commercial development
that does not involve the filling or
$250 100% ($250)
0% ($0)
excavation of any wetlands or
open water areas:
II. Public or commercial development that
does not involve the filling or excavation
$400 100% ($400)
0% ($0)
of any wetlands or open water areas:
Ill. 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:
III(A). Private, non-commercial
development, if General Water Quality
$250 100% ($250)
0% ($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400 100% ($400)
0% ($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400 60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
$400 60% ($240)
40% ($160)
Certification No. 4175 cannot be appl
IV. Development that involves the filling
andlor excavation of more than one acre
$475 60% ($285)
40% ($190)
of wetlands and/or open water areas:

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