20030382 Ver 2_CAMA Application_20240418

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: Whitney and Neil Leonard
2. LOCATION OF PROJECT SITE: 234 Seacrest Drive Wrightsville Beach, NC 28480
Longitude:-77.80802 Latitude: 34.21461
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
12/13/2023
Pre -application Site Visit
Yes
5. PROCESSING PROCEDURE:
Application Received
Application Complete
I Regional Office
4/17/2024
4/2/2024
1 DCM - Wilmington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: NEW HANOVER, 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: Central & Municipal
Planned: N/A
(F) Type of Structures:
Existing: Piers (Ocean and Estuarine) and Docking Facilities, Boat lift, Floating
platform(not marina), Floating structure, Pier or dock, Shoreline Stabilization,
Bulkhead(below MHW wood), Stormwater Structures, Stormwater Structures, Upland
Development, Deck(house), Res. bldg.(single family)
Planned: Shoreline Stabilization, Bulkhead(below MHW/NHW other),
Riprap(below MHW/NHW), Stormwater Structures, Stormwater Structures
(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
249
38
(D) Shallow Bottom
(E) High Ground
55.5
214.5
Non -Coastal WL
(E) Total Area Disturbed: 557 ftz
(F) Primary Nursery Area: No
Field Investigation Report: Whitney and Neil Leonard
DCM Major Permit
Page 11

(G) Water Classification: SB: Primary Contact Recreation, Tidal Salt Water
Open to Shellfishing: No
Field Investigation Report: Whitney and Neil Leonard
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
The joint applicants propose to remove an existing section of stormwater pipe and an existing
area of concrete debris currently located below NHW and within the Coastal Wetland AEC.
The applicants also propose to remove the existing stormwater pipe from the uplands within
the 75' Area of Environmental Concern (AEC) and the 30' Coastal Shoreline Buffer. The
applicants propose abandonment and fill of the remaining 37' of the existing stormwater pipe
that is located under the existing home and within the 75' AEC. The applicants then propose
replacement of an existing drop inlet and the installation of a new stormwater pipe with riprap
energy dissipater within the existing 15' drainage easement. The applicants then propose to
construct a new bulkhead a maximum of 2' waterward of the existing wooden bulkhead.
9. NARRATIVE DESCRIPTION:
The project site is located at 234 Seacrest Drive and at an existing adjacent Town drainage
easement within the parcel boundary, in Wrightsville Beach, adjacent to Motts Channel, New
Hanover County.
According to the application, the parcel located at 234 Seacrest Drive is approximately 6,847
sq. ft. (0.16 acres), this includes an existing drainage easement. Including the drainage
easement? The lot has a single-family residence and a private docking facility. The adjacent
riparian parcel to the north has multi -family residences with two private docking facilities, a
concrete breakwater that extends partially in front of 234 Seacrest, and a shoreline stabilized by
a bulkhead. The adjacent riparian parcel to the south has a single-family home, private docking
facility, and a shoreline stabilized by a bulkhead. The project site has approximately 131' of
shoreline frontage, that is currently stabilized by a wooden bulkhead that is located
approximately at Normal High Water (NHW). Located waterward of the existing bulkhead,
there is an area of Coastal Wetlands that extends along the entire bulkhead. The Coastal
Wetlands consist primarily of Smooth Cordgrass (Spartina alterniflora) and vary from
approximately 5 — 15' in width.
There is also an existing 15' drainage easement that is located within the northern portion of
the parcel at 234 Seacrest Drive. This 15' drainage easement has been owned by the Town of
Wrightsville Beach since April 24, 1972. The Town holds all rights to maintenance of the
easement including the right to enter and go on, for the purposes of maintenance, and the right
to perform all work necessary in connection with maintenance of said easement.
The Leonards currently maintain a private docking facility with a fixed pier, measuring
approximately 6' wide x 47' long. Adjacent to the end of the fixed pier, there is an existing
boat lift located on the east side. The existing boat lift measures approximately 13' long x 13'
wide. The end of the fixed pier has an access ramp, measuring approximately 13' long x 3'
wide, that extends to a waterward floating dock. The floating dock is oriented perpendicular to
the shoreline and approximately 6' of the access ramp extends over the floating dock. The
floating dock measures approximately 16' long x 6' wide. Adjacent to the west side of the
floating dock there is an existing floating jet ski platform. The jet ski platform measures
approximately 9' long x 6' wide. The existing boat lift was previously authorized under State
Permit No. 61-03 that was issued to Mark Stansfield on May 1, 2003. DCM was unable to find
any other permitting history for the existing docking facility, however, according to aerial
Field Investigation Report: Whitney and Neil Leonard
DCM Major Permit
Page 13

photography, it appears the facility was constructed sometime prior to 2002.
There is an existing concrete breakwater that is located partially within the Leonards' riparian
corridor. The concrete breakwater originates within the riparian corridor of Windswept Villas
Homeowners Association that is located north of the subject parcel. DCM was able to locate a
CAMA General Permit from January 22, 1999 that authorized the repair/replacement of an
existing bulkhead that included repair/replacement of the concrete breakwater.
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
Motts Channel in the project area are classified as SB 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 joint applicants propose to remove an existing section of stormwater pipe and an existing
area of concrete debris currently located below NHW and within the Coastal Wetland AEC.
The applicants also propose to remove the existing stormwater pipe from the uplands within
the 75' Area of Environmental Concern (AEC) and the 30' Coastal Shoreline Buffer. The
applicants propose abandonment and fill of the remaining 37' of the existing stormwater pipe
that is located under the existing home and within the 75' AEC. The applicants then propose
replacement of an existing drop inlet and the installation of a new stormwater pipe with riprap
energy dissipater within the existing 15' drainage easement. The applicants then propose to
construct a new bulkhead a maximum of 2' waterward of the existing wooden bulkhead.
The applicants state that approximately 130 sq.ft. of existing debris and pipe would be
removed by use of an excavator from the Coastal Wetlands, however, there will be no
additional excavation of the Coastal Wetlands as a result of this activity. The removed debris
and pipe would be disposed of off -site (see Sheet 2 of 3 and "Narrative_ Purpose and Need").
The applicants propose to remove approximately 40' of the existing stormwater pipe from the
upland area. A total of approximately 50.5 sq.ft. of the proposed pipe removal in the uplands
would occur within the 75' Area of Environmental Concern (AEC). Approximately 13.5 sq.ft.
of the proposed pipe removal would occur within the 30' Coastal Shoreline Buffer (see Sheet 2
of 3). The applicants propose to abandon and fill the remaining 37' of the existing 18"
stormwater pipe located in the uplands and relocate it within the defined Drainage Easement
area within the 75' AEC. This section of the existing stormwater pipe runs under the existing
single-family home (see Sheet 2 of 3).
The applicants propose to replace an existing drop inlet adjacent to Seacrest Drive and install a
new concrete stormwater pipe, with Tideflex check valve, within the existing 15' drainage
easement that is currently owned by The Town. The proposed drop inlet would be installed in
the same existing footprint adjacent to Seacrest Drive, which is located within the 75' AEC.
The proposed stormwater pipe would then connect to this drop inlet (see Sheet 2 of 3). The
proposed stormwater pipe would measure approximately 24" in diameter and approximately 77
linear ft. and would be located within the existing 15' drainage easement (see Sheet 2 of 3 and
"Engineer 11-17-23"). The proposed impacts within the 75' AEC from the new drop inlet and
Field Investigation Report: Whitney and Neil Leonard
DCM Major Permit
Page 14

stormwater pipe would be approximately 164 sq.ft. Approximately 70 sq.ft. of impacts from
the proposed stormwater pipe would be located within the 30' Coastal Shoreline Buffer (see
Sheets 2 and 3 of 3). The applicants then propose to construct a riprap energy dissipater at the
end of the proposed stormwater pipe with the Tideflex check valve. The riprap footprint would
measure approximately 5' wide x 8' long, would be placed below NHW. The total permanent
impacts would be approximately 38 sq.ft. of Coastal Wetland fill located directly waterward of
the newly proposed bulkhead. The applicant states that the purpose and need for the new
stormwater pipe is for management of upland stormwater flow. The riprap energy dissipater
would help to slow the flow of the stormwater discharge into the Coastal Wetlands on -site.
The applicants then propose to construct a new bulkhead a maximum of 2' waterward of the
existing wooden bulkhead, resulting in the filling of approximately 249 sq.ft. of Coastal
Wetlands, mainly consisting of Smooth Cordgrass (Spartina alterniflora). The new located
would be located on the parcel currently owned by the Leonards and on the 15' drainage
easement owned by The Town. The applicants propose to construct approximately 130' of
bulkhead, with wingwalls, directly waterward of the current bulkhead alignment, stepping out a
maximum of 2' below NHW as measured from the existing face of the timber bulkhead to the
waterward face of the proposed new bulkhead. The north end of the proposed bulkhead would
have an approximately 3' long wingwall and the south end would have an approximately 2'
long wingwall (see Sheets 2 and 3 of 3). The application materials state that the new bulkhead
is needed for the purpose of stabilizing the existing uplands (see "Narrative_ Purpose and
Need"). During the site visit with the agent and the Leonards on December 13, 2023, DCM
staff noted that areas behind the existing bulkhead are losing sediment and the wood at the
waterline is deteriorating. The existing failing bulkhead is located close to the residential
single-family home on the property and could have the potential to compromise the structure if
it were to fail.
The applicants propose to replace an existing drop inlet adjacent to Seacrest Drive and install a
new concrete stormwater pipe, with Tideflex check valve, within the existing 15' drainage
easement that is currently owned by Applicant Two. The proposed drop inlet would be
installed in the same existing footprint adjacent to Seacrest Drive, which is located within the
75' AEC. The proposed stormwater pipe would then connect to this drop inlet (see Sheet 2 of
3). The proposed stormwater pipe would measure approximately 24" in diameter and
approximately 77 linear ft. and would be located within the existing 15' drainage easement (see
Sheet 2 of 3 and "Engineer 11-17-23"). The proposed impacts within the 75' AEC from the
new drop inlet and stormwater pipe would be approximately 164 sq.ft. Approximately 70 sq.ft.
of impacts from the proposed stormwater pipe would be located within the 30' Coastal
Shoreline Buffer (see Sheets 2 and 3 of 3). The applicants then propose to construct a riprap
energy dissipater at the end of the proposed stormwater pipe with the Tideflex check valve.
The riprap footprint would measure approximately 5' wide x 8' long, would be placed below
NHW, and the total permanent impacts would be approximately 38 sq.ft. of Coastal Wetlands
located directly waterward of the newly proposed bulkhead. The applicant states that the
purpose and need for the new stormwater pipe is for management of upland stormwater flow.
The riprap energy dissipater would help to slow the flow of the stormwater discharge into the
Coastal Wetlands on -site.
Field Investigation Report: Whitney and Neil Leonard
DCM Major Permit
Page 15

No changes are proposed to the existing docking facility.
11. ANTICIPATED IMPACTS:
The applicants are proposing the removal of an existing section of stormwater pipe and concrete
debris below NHW and within the Coastal Wetlands, which would benefit approximately 38
sq.ft. of Coastal Wetlands. The applicants are also proposing the removal of existing stormwater
pipe within the upland area of the parcel, which would impact approximately 13.5 sq.ft. of high
ground within the 30' Coastal Shoreline Bufferand approximately 50.5 total sq.ft. of high ground
within the 75' AEC. The applicants also propose the filling of approximately 55.5 sq.ft. of high
ground within the 75' AEC for the abandoned stormwater pipe section underneath the single-
family dwelling.
The proposed drop inlet and new relocated concrete stormwater pipe, within the upland area of
the parcel, would impact approximately 164 sq.ft. total high ground within the 75' AEC.
Approximately 70 sq.ft. of high ground within the 30' Coastal Shoreline Buffer would be
impacted. The proposed Tideflex check valve and riprap energy dissipater, would permanently
impact approximately 38 sq.ft. of Estuarine Waters/Public Trust Area and Coastal Wetlands
consisting primarily of Smooth Cord Grass (Spartina alterniflora).
The proposed 103' bulkhead, with wingwalls, would be constructed a maximum of 2' waterward
of the existing bulkhead. The proposed new alignment would permanently fill approximately
249 sq.ft. of Estuarine Waters/Public Trust Area and Coastal Wetlands consisting primarily of
Smooth C ord Grass (Spartina alterniflora).
Minor increases in turbidity can be expected during excavation and construction.
Name: Kelsey Beachman Date: 04-17-2024 Office: DCM - Wilmington Regional Office
Field Investigation Report: Whitney and Neil Leonard
DCM Major Permit
Page 16

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1318
DCM Major Permit
04-02-2024
04-02-2024
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Individual
Mrs.
Whitney and Neil
Leonard
[e-mail]
910-470-7071
910-470-7071
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
234 seacrest drive
Wrightsville
Beach
nc
I
28480
234 seacrest drive
Wrightsville
Beach
nc
28480
Additional Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Individual
Mrs.
Whitney and Neil
Leonard
[e-mail]
910-470-7071
910-470-
7071
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
234 seacrest drive
Wrightsville
Beach
nc
28480
234 seacrest drive
Wrightsville
Beach
nc
28480
Additional Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
Town of
Wrightsville Beach
Town of
Wrightsville
Beach
[e-mail]
910-256-7900
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
321 causeway drive
Wrightsville
beach
nc
28480
po box 626
Wrightsville
beach
nc
28480
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Davey Resource
Group
Davey Resource
Group
[e-mail]
9104520001
9104520001
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
3805 Wrightsville ave,
ste 15
Wilmington
NC
28403
3805 Wrightsville ave,
ste 15
Wilmington
NC
28403
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
Leonard & ToWB/ 234 Seacrest Drive
Public/Government
640 Sq. Ft. / 0.01 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: Major 61-03, Mark Stansfield, May 1 2003
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
234 Seacrest Drive
Wrightsville Beach, NC 28480
New Hanover
White Oak
R05719-003-030-000
34.21461
-77.80802
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Existing Discharges to State Waters
1 1.25
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
True
False
I False

Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
There is an existing single-family residence with a bulkhead, fixed pier, floating dock, and boat lift located at 234 Seacrest. There are
existing drainage inlets and pipes located on the drainage easement to the northeast of the residence.
Existing Land Uses:
Single family home
Existing Wastewater Treatment/Disposal:
Municipal
Solid Waste/Fish Offal/Trash Disposal:
Municipal
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The applicant proposes bulkhead construction with sand backfill, removal of existing pipe and rubble / debris, and installation of an
additional stormwater drainage pipe with dissipater. The proposed bulkhead will measure 1' wide x 130' long with wingwalls and
create a 249 square foot vacant area to be backfilled with sand from a sand mine or other upland source. The bulkhead will be
constructed of wood, concrete, or naval style vinyl sheet pile depending on contractor recommendations. 249 Square feet of
Coastal Wetlands will be impacted because of the replacement bulkhead. There are approximately 130 square feet of existing
rubble and pipe to be removed from coastal wetlands. The removed pipe and rubble will be stored on an onsite upland area outside
of the 30' CAMA buffer in a mobile garbage bin or other sediment and erosion control container as determined by the contractor
and will be disposed. There are no wetland impacts proposed within the 30' CAMA buffer or 75' AEC. Two portions of the existing
pipe totaling 40' will be removed from uplands. Approximately 13.5 square feet of existing pipe removal impacts will take place
within the 30' CAMA buffer. Approximately 50.5 square feet of existing pipe removal impacts will take place within the 75' AEC. A
37' upland section of the existing pipe will be abandoned and filled. Also proposed is the replacement of an existing drop inlet
adjacent to Seacrest Drive. The replacement pipe will be constructed of high pressure concrete and measure 24" in diameter x 77'
long with check valve and empty to a rip rap energy dissipater. Approximately 70 square feet of pipe installation impacts will take
place within the 30' CAMA buffer. Approximately 164 square feet of pipe and drop inlet installation impacts will take place within
the 75' AEC. The energy dissipater will impact 38 square feet of coastal wetlands. See Attachments for details. There are no other
development activities proposed.
Buildings/Facilities/Units/Structures:
single family home existing. no new proposed
Use & Daily Operations:
The bulkhead will support existing uplands. The replacement pipe will provide stormwater drainage to the surrounding impervious
surfaces.
Construction Methodology & Eauipment:
Typical bulkhead construction methods and equipment will be used. Typical pipe removal and installation construction methods and
equipment will be used. Equipment will be stored onsite if needed.
Development Activities Narrative Specifics:
Application Narrative:
The applicant proposes bulkhead construction with sand backfill, removal of
existing pipe and rubble / debris, and installation of an additional stormwater
drainage pipe with dissipater. The proposed bulkhead will measure 1' wide x
130' long with wingwalls and create a 249 square foot vacant area to be
backfilled with sand from a sand mine or other upland source. The bulkhead will
be constructed of wood, concrete, or naval style vinyl sheet pile depending on
contractor recommendations. 249 Square feet of Coastal Wetlands will be
impacted because of the replacement bulkhead. There are approximately 130

square feet of existing rubble and pipe to be removed from coastal wetlands.
The removed pipe and rubble will be stored on an onsite upland area outside of
the 30' CAMA buffer in a mobile garbage bin or other sediment and erosion
control container as determined by the contractor and will be disposed. There
are no wetland impacts proposed within the 30' CAMA buffer or 75' AEC. Two
portions of the existing pipe totaling 40' will be removed from uplands.
Approximately 13.5 square feet of existing pipe removal impacts will take place
within the 30' CAMA buffer. Approximately 50.5 square feet of existing pipe
removal impacts will take place within the 75' AEC. A 37' upland section of the
existing pipe will be abandoned and filled. Also proposed is the replacement of
an existing drop inlet adjacent to Seacrest Drive. The replacement pipe will be
constructed of high pressure concrete and measure 24" in diameter x 77' long
with check valve and empty to a rip rap energy dissipater. Approximately70
square feet of pipe installation impacts will take place within the 30' CAMA
buffer. Approximately 164 square feet of pipe and drop inlet installation
impacts will take place within the 75' AEC. The energy dissipater will impact
38 square feet of coastal wetlands. See Attachments for details. There are no
other development activities proposed.
Purpose and Need
The purpose of the project is to replace the existing bulkhead, remove pipe and
rubble / debris from coastal wetland, remove existing failing pipe, replace an
existing drop inlet, and install new concrete pipe with energy dissipater. The
new bulkhead is needed to stabilize existing uplands. The new pipe is needed to
manage upland stormwater flow.
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)
False
Source of Erosion Amount Information
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
1
130
1
2
2
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
249
Sand
sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures / bulkhead
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
Log Removal/Marine Debris Details
Excavation Length
Excavation Width
Average Existing Depth
Final Project Depth
10
13
0
0
Area Excavated Below
NHW or NWL (Sq Ft)
Volume Excavated Below
NHW or NWL (Cu Yds)
Type of Material to be Excavated
Describe "Other" Material
130
5
1 Other
pipe and rubble
Does the Area to be Excavated Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
130
Existing pipe and associated rubble removal
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Disposal of Excavated Material
Location of Disposal Area
Disposal
Area Length
Disposal Area
Width
Do You Claim Title to
Disposal Area
Will Wetlands be Crossed in
Transporting Equipment to Project Site
onsite
20
20
True
False
How Will Excavated Material be Kept on Site and Erosion Controlled
Steps Taken to Avoid or Minimize Environmental Impact
silt fence, mobile garbage bin, or other erosion control measures as
determined by contractor
Navigational Aids Development Activity Included: False

Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: True
Stormwater Structures - General
Does Stormwater Structure Have an Oceanfront Component: False
Navigational Aids Details
Number of Buoys
Number of Day Markers
Min Distance Each Aid Placed Beyond
Shoreline
Max Distance Each Aid Placed Beyond
Shoreline
Upland Development For Stormwater Structures
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
# Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
1
7/23/1962
1
1
640
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
9.00
27.00
False
"Upland Development" Development Activity Included: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
1
7/23/1962
1
1
640
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
9.00
27.00
False
Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required

Marina Development Activity Details Required

6. DCM MP-1 Section 6.0 Additional Information
6.1 Section 6. a. Project Narrative
6.1.1 Project Location and Existing Conditions
The project will have two applicants: Whitney and Neil Leonard of 234 Seacrest Drive and The Town of
Wrightsville Beach c/o Tony Wilson of 321 Causeway Drive. The project is located on Motts Channel at 234
Seacrest Drive and the adjacent northeast drainage easement in Wrightsville Beach, New Hanover County.
There is an existing single-family residence with a bulkhead, fixed pier, floating dock, and boat lift located at 234
Seacrest. The properties are vegetated with native shrubs and grasses. Coastal Wetlands and outer edge of
marsh were approved by DCM staff on February 20, 2024. The shoreline at approximate normal high water is
125'. The existing width of the waterbody is approximately 105' and provides access to Motts Channel. Waters
in the project area are classified as SB and are not open to shellfishing for market purposes. The area is not
classified as PNA.
6.1.2 Proposed Action
The applicant proposes bulkhead construction with sand backfill, removal of existing pipe and rubble / debris,
and installation of an additional stormwater drainage pipe with dissipater. The proposed bulkhead will measure
1' wide x 130' long with wingwalls and create a 249 square foot vacant area to be backfilled with sand from a
sand mine or other upland source. The bulkhead will be constructed of wood, concrete, or naval style vinyl
sheet pile depending on contractor recommendations. 249 Square feet of Coastal Wetlands will be impacted
because of the replacement bulkhead. There are approximately 130 square feet of existing rubble and pipe to
be removed from coastal wetlands. The removed pipe and rubble will be stored on an onsite upland area
outside of the 30' CAMA buffer in a mobile garbage bin or other sediment and erosion control container as
determined by the contractor and will be disposed. Removal of the existing pipe and rubble will be conducted
with an excavator; however, no actual coastal wetland excavation will take place. There are no wetland impacts
proposed within the 30' CAMA buffer or 75' AEC. Two portions of the existing pipe totaling 40' will be removed
from uplands. Approximately 13.5 square feet of existing pipe removal impacts will take place within the 30'
CAMA buffer. Approximately 50.5 square feet of existing pipe removal impacts will take place within the 75'
AEC. A 37' upland section of the existing pipe will be abandoned and filled. Also proposed is the replacement
of an existing drop inlet adjacent to Seacrest Drive. The replacement pipe will be constructed of high pressure
concrete and measure 24" in diameter x 77' long with check valve and empty to a rip rap energy dissipater.
Approximately 70 square feet of pipe installation impacts will take place within the 30' CAMA buffer.
Approximately 164 square feet of pipe and drop inlet installation impacts will take place within the 75' AEC. The
energy dissipater will impact 38 square feet of coastal wetlands. See Attachments for details. There are no
other development activities proposed.
Purpose and Need
The purpose of the project is to replace the existing bulkhead, remove pipe and rubble / debris from coastal
wetland, remove existing failing pipe, replace an existing drop inlet, and install new concrete pipe with energy
dissipater. The new bulkhead is needed to stabilize existing uplands. The new pipe is needed to manage upland
stormwater flow.

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Whitney and Neil Leonard
Mailing Address: 234 Seacrest Drive
Wrightsville Beach NC 28480
Phone Number: 910-470-7071
Email Address: [e-mail]
I certify that I have authorized Davey Resource Group, Inc.
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: bulkhead replacement
and drainage work, any other CAMA permitting
at my property located at 234 Seacrest Drive and TOWB Right of Way
in New Hanover Count
y.
1 furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the focal Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
ignature
j" Prinor Type Name
Title
f Z 1 ZI 12621
Date
This certification is valid through 12 131 12024

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit. Town of Wrightsville Beach
Mailing Address: c/o Tony Wilson
321 Casuseway Drive - PO Box 626
Phone Number: 910-256-7900
Email Address: [e-mail]
I certify that I have authorized Davey Resource Group
Agent 1 Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
replacement.
drainage pipe and bulkhead
at my property located at town easement on 234 Seacrest Dr
in New Hanover County.
I furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
-��-� Sig/nature
/ Print or Type Name
e, 44-44-JA
Titre
1 ©aYte
This certification is valid through 12 131 12024

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,11AY. - 01' 03 (THU) 09: 4 i DEHNR COSTAL WIT
TEL.[phone] P.002
Permit Class ----------­ Permit Number
NE, W 61.03
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
ermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or fulling pursuant to NCGS 113-229
Issued to Mark E. SMnstleld 3575 Centre Circle Drive Fort Mill SC 29715
Authorizing development in New Hanover County at Canal off Korts Channel between AIWW &
Banks Channel, Wjjqhrsy�le Beach, as requested in the permittee's application dated 3
including art_ the wkpin dwgs (3), Section View dated 116103, Prop. Dev, added to Survey dated 3/4/03. Spoil disp. island photo dated rec. 3/4/03
This permit, issued on , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action. or may cause the permit to be null and void.
Excavation
1 } Excavation will not exceed -6 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
2) No vegetated wetlands will be excavated or filled., Excavation shall not occur within 15 feet from the
waterward edge of the coastal marsh,
3) The temporary placement or double handling of fill materials within waters or vegetated wetlands is
not authorized.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permitted or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
elate. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Deparanent
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2006
In issuing this permit, the State of North Carolina agrees
that yaw project is consistent with the North Carolina Coastal
Management Program.
1
Donna D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

I
-01' 03(THU) 09:47 0EHNR COSTAL MGNIT TEL:[phone] P. 003
Mark E. Stanslield Permit # 61.03
Page 2 of 4
ADDITIONAL CONDITIONS
NOTE: The permttee°s contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment,
5 oil Disposal
4) The spoil containment area must be inspected and approved by the Division of Coastal Management
prior to the beginning of any dredging activities.
5) All excavated materials will be confined above mean high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
6) No spoil material is to be placed within 30 feet of the normal high water line.
7) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
8) The disturbed areas will be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
Boadift
9) The authorized structure and associated activity must not cause an unacceptable interference with
navigation, and shall not exceed the established pierhead line,
10) This permit authorizes only the addition of one boatlift and other structures located in or over the water
that are expressly and specifically set forth in the permit application, No other structure, whether
floating or stationary, may become a permanent part of this docking facility without permit
modification. No non -water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
11) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
12) The permittee will maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
Permitted activity without having it transferred to a third party.
13) This permit does not authorize the interference with any existing or proposed Federal project, and the
perrnittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.

N1AY. --01' 031THU1 09:48 OEHNR COSTAL MGMT
TEL:9I9 733 1495 P.004
Mark E. StansPeld
ADDITIONAL CONDITIONS
Permit # 61.03
Page 3 of 4
14) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U,S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
15) This permit authorizes an additional boat slip to the existing two (2) boat slips for a maximum of three
(3) boat slips. At no time shall more than 3 vessels be moored or docked at the facility. The restriction
of the number of vessels shall apply to all marine vessel types, including but not limited to motorboats,
sailing vessels and personal watercraft.
NOTE' Boats utilizing the docking facility may be subject to frequent wavewash from passing vessels.
The issuance of this permit does not relieve the permittee. from taking all proper seeps to ensure
the integrity of the structure and the safety of moored boats, The permittee shall not hold the
State of North Carolina or the United States liable For any damage to the structure or moored
boats.
NOTE: Should the adjacent property be sold prior to the initiation of construction, the permittee shall be
required to obtain a signed riparian corridor waiver from the new property owner prior to the
placement of any structures within the 15 foot riparian corridor.
General
16) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
.DOTE: The perTnittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NNOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
030392.

IWY, --01' 03 (THU) D9:48 DEHNR COSTAL MG[T TEL: [phone] P. 005
Mark E. Stansl'ield Permit # 61-03
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
197800078 and General Permit No. 198200277 (COE Action Id, No.200300656) which were
issued on 4/23/03,

DAVVEY4..
Resource Group
March 12, 2024
TO: Kelsey Beachman
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 234 Seacrest Drive and Town of Wrightsville Beach Right of Way
CAMA Major Permit Request
Kelsey,
On behalf of Whitney and Neil Leonard, and Town of Wrightsville Beach c/o Tony Wilson, a
CAMA Major Permit is requested at 234 Seacrest Drive and Town of Wrightsville Beach Right of
Way. The specifics of the proposed work involve bulkhead replacement and stormwater work
as depicted on the digital plan view drawings. The application has been submitted online, but
enclosed are scaled figures and the fee check. Delivery confirmations will be forwarded upon
receipt.
Please let me know if you have any questions or need anything in addition to accept the
application as complete.
Sincerely,
1 ' yJ0 OtT
vl1
William A. Dortch
Davey Resource Group, Inc.
Enclosures: 400$ CAMA Major Permit Fee Check, Application Materials
cc: Whitney and Neil Leonard and
Town of Wrightsville Beach c/o Tony Wilson
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEYf-.
Resource Group
March 27, 2024
TO: Kelsey Beachman
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 234 Seacrest Drive
CAMA Major Permit Request
Additional Information Requested 3-26-2024
Greetings Kelsey, below are our responses to the additional information request dated 3-26-2024.
We have listed each DCM comment with our response following.
Narrative
• Please identify if there are to be proposed coastal wetland impacts as a result of the riprap dissipater and
provide the amount of sqft proposed to be impacted.
The dissipater impact has been clarified in the narrative and the figures. 38 square feet of coastal
wetlands will be impacted as a result.
• Please describe how many sqft of impacts are anticipated within the 30' Coastal Shoreline Buffer and
the 75' Area of Environmental Concern (AEC) from the installation of the new stormwater pipe.
Pipe removal and installation impact areas have been identified in the narrative.
Development Activities (new version of MP forms):
• Please include the impacts from the riprap dissipater within your development activities. Even though this
is associated with the stormwater pipe, it is still the placement of riprap below NHW. You can use the
"Other Fill Below Water Level Development Activity"
The online application has been updated to reflect this impact.
Workplan Drawings:
• Please label the limit of the 75' AEC (from NHW).

Deed:
Now labeled on sheets 1 and 2.
• Please label the lower marsh boundary.
The outer edge of marsh is labeled on sheet 2. The leader has been moved to be more prevalent.
• Please continue the upper and lower marsh boundary so that it extends to wherever coastal wetlands are
present along the shoreline.
Coastal marsh is present within the outer edge of marsh line toward the existing bulkheads and normal
high water.
• On Sheet 1, the existing pierhead line arrow is pointing at the riparian line.. please adjust.
This is left over from a preliminary plan which included dock reconstruction. The existing pierhead line
leader has been removed.
• Please include any paperwork involving the drainage easement. Whether it be a legal document or a
survey.
A survey of the drainage easement was included as a last page of the deed binder with the original
submittal. Attached again for reference.
Please let us know if you require additional clarification and if the application can officially be
accepted as complete. Thank you.
Sincerely,
William A. Dortch
Davey Resource Group, Inc.
Enclosures: Deed Binder, Narrative, 234 Seacrest Figures Revised 2024-3-27

4D
NORTH CAROLINA
Environmental Quality
April 17, 2024
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Whitney & Neil Leonard w/ Town of Wrightsville Beach
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
TANCRED MILLER
Director, Division ofCoastal Management
Hello: Please publish the attached Notice in the Monday, April 22, 2024 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment
for newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226 (Customer No.
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 9197967215

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 CAMA: On April 17, 2024, Whitney & Neil Leonard and the Town of
Wrightsville Beach propose the removal of an existing section of stormwater pipe & concrete debris currently
located below NHW & wlin the AEC, remove the existing stormwater pipe from the upland area set wlin the
75' AEC & the 30' Coastal Shoreline Buffer, abandonment & fill of the remaining 37' stormwater pipe located
under the home & within the 75'AEC, replacement of the existing drop inlet & installation of a new stormwater
pipe w/riprap energy dissipater wlin the existing I5' drainage easement, and the construction a new bulkhead
a maximum of 2' waterward of the existing wooden bulkhead at 234 Seacrest Dr & the adjacent Town
easement, adjacent to Molts Channel in Wrightsville Beach, New Hanover County. Copies of these applications
can be examined or copied at the office of Kelsey Beachman N.C. Dept. of Environmental Quality, Division of
Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, [phone] during normal business
hours
Comments mailed to Tancred Miller, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to May 13, 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 & comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.

Major Permit Fee Schedule
Project Name:
eoy) Fwc'V-FO UJ43
a 3� ezc�St bry e.
Development Type I Fee
I. Private, non-commercial development
that does not involve the filling or $250
excavation of any wetlands or
open water areas:
Il. Public or commercial development that
does not involve the filling or excavation $400
of any wetlands or open water areas:
Ill. For development that involves the
filling andlor excavation of up to 1 acre
of wetlands and/or open water areas,
determine if AA C, or D below applies:
III(A). Private, non-commercial I
development, if General Water Quality $250
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification $400
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional $400
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
I III(D). If Generaf Water Quality r i
$400
Certification No. 4175 cannot be applied
Coun Check No & Amount:
�C# = 0 17a3pCa3
DCM % DWQ %
(14300160143510009316256253) (2430016024351000952341)
100% ($250) f 0% ($0)
100% ($400) ! 0% ($0)
100% ($250) 1 0% ($0)
100% ($400) 1 0% ($0)
60% ($240) 1 40% ($160)
60% ($240) 1 40% ($160)
IV. Development that involves the filling
andlor excavation of more than one acre 1 $4715 60% ($285) L40%($190)
of wetlands and/or open water areas:
L�LL-R!7
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12/19/23, 12:21 PM
PARID: R05719-003-030-000
LEONARD WHITNEY NEIL
New Hanover County
234 SEACREST DR
Parcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
Legal
Legal Description
Tax District
(Owners (On January1 st)
Owner
City
State
Country
Zip
316717.01.4203.000
234 SEACREST DR
WRIGHTSVILLE BEACH
E9S38
RES-Residential
10-Single Family Residential
1
R-1-WB RESIDENTIAL SF
LOT 78 SHORE ACRES EXT DEV 3
WB
LEONARD WHITNEY NEIL
WRIGHTSVILLE BEACH
NC
28480
THE DATA IS FROM 2023
https://etax.nhcgov.com/pt/Datalets/PrintDatalet.aspx?pin=RO5719-003-030-000&gsp=PROFILEALL&taxyear=2023&jur=NH&ownseq=0&card=1 &roll... 1 /1

Book 6466 Page 2619
BK: RB 6466
PG: 2619 - 2622
RECORDED:
07/02/2021
12:28:43 PM
BY: ANDREA CRESWELL
ASSISTANT
NC FEE $26.00
2021032974
NEW HANOVER COUNTY,
TAMMY THEUSCH PIVER
REGISTER OF DEEDS EXTX $0.00
ELECTRONICALLY RECORDED
PREPARED BY: YOW, FOX & MANNEN, PO BOX 479, WILMINGTON, NC 28402
RETURN TO: Baker, PLLC, 6841 Wrightsville Ave, Ste 201, Wilmington,
NC 2840
REVENUE STAMPS: Paid
with previous recording Parcel No: Ro i 00 0 0-000
due to sequence 57 9- 3- 3
This instrument prepared by: Jerry A. Mannen, Jr. a licensed North Carolina attorney,
Yow, Fox & Mannen, LLP, Post Office Box 479, Wilmington, NC 28402. Delinquent
taxes, if any, to be paid by the closing attorney to the county tax collector upon
disbursement of closing proceeds.
Preparer has been informed that this is not the primary residence of the Grantor.
Preparer of this document has made no title examination and makes no representation
or certifications as to any matters affecting title.
SPECIAL WARRANTY DEED
THIS SPECIALWARRANTY DEED, made this L day of June 2021, by and
between Mary K. Stansfield, Stephan M. Stansfield and wife, Katherine E.
Stansfield, Summer S. Blackstone and husband, Ryan Blackstone, Matthew
D. Stansfield, Dallas M. Stansfield, Robert M. Stansfield and wife, Michelle
Stansfield, Taylor A. Stansfield, and Sophia M. Stansfield, whose mailing
address is 6503 Parkshore Drive, Wilmington, NC 284o9 herein collectively called
Grantor, and Whitney Leonard and husband Neil Leonard, whose mailing
address 234 Seacrest Drive, Wrightsville Beach, North Carolina 2848o, herein called
Grantee.
WITNESSETH•
That said Grantor, for and in consideration of the sum of Ten Dollars ($1o.00) and
other valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has bargained and sold, and by these presents does grant, bargain, sell and
convey unto said Grantee, its successors and assigns, in fee simple all that real property
located in New Hanover County, North Carolina, and more particularly described in
Exhibit A attached hereto and incorporated herein by reference, (such conveyed real
submitted electronically by "Baker PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover County Register of Deeds.

Book 6466 Page 2620
property, the "Property").
SUBJECT TO the following exceptions: (i) ad valorem taxes for the current and
subsequent years; (ii) all easements, rights of way and restrictions of record; (iii) all
governmental land use statutes, ordinances and regulations, including zoning,
subdivision and building regulations; and (iv) applicable restrictive covenants, if any.
TO HAVE AND TO HOLD the above granted and described property, together
with all rights, privileges, easements, tenements and appurtenances thereunto belonging,
or in anywise appertaining upon said Grantee, its successor and assigns, in fee simple,
forever.
And, Grantor, for itself, its successors and assigns does covenant to and with the
said Grantee, its successors and assigns, that Grantor has done nothing to impair such
title to the property described herein as Grantor received, and Grantor will warrant and
defend the title to the same against the lawful claims of all persons claiming by, under,
or through Grantor or its successors or assigns.
IN TESTIMONY WHEREOF, the said Grantor has caused this instrument to
be executed as of the day and year first above written.
(SEAL)
Mary . Stansfiel
�(.l ��,Q� 1 (SEAL)
Kat�ne E. Stansfield byE. Stansfield by
ry K. Stansf 1 AIF
L�
(SEAL)
Rya Blackstone
,MaryK.StansfieldAlF,
S L)
Dall M. Stansfield k
,Mary K. S nsfVdIF b
SEAL)
Mic le Stans field by
a K_Sta 1dF b�
.�' (SEAL)
hia M. Stans field by
Mary K. Stansfield Guardian
:4�- n � M", �
-- 4- F(SEAL)
Steplfah M. Stansfield by
M K. Stansfield A ,& 4 Q
(SEAL)
Sum r S. Blackstone by
wary K. tansfi d � G�
M ew D. Stansfiel by (SEAL)
Mary Stansfield Al
S )
Rob M. Stansfield by
Mary K. S ansfeld AIF t�&7�t
�rMt&1-- T/Aiv(SEAL)
Tayl qr . Stansfield by
Mary K. Stansfield AIF
[Notary Attestation Follows.]

Book 6466 Page 2621
STATE OF NO TH C ROLINA
COUNTY OF
I certify that the following person personally appeared before me this day,
acknowledging to me that he voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: Mary K. Stansfield.
Date: June 9_, 2021.
(Official Seal)
Notary Public
New Hanover
County
2
ci Signature o411LLIAW)
gtaxy
�tJ EZ M .
Notary's printed or typed name, Not ry Public
My commission expires: i t I L4,2021

Book 6466 Page 2622
Exhibit A
BEING all of Lot 78 in the subdivision of Shore Acres, Extension of Development 3 as
shown on the map thereof recorded in Map Book 7 at Page 74 of the New Hanover County
Registry.
For back title reference see Book 3495 at Page 199 of the New Hanover County Registry
and New Hanover County File Nos. 14 E 117o and 18 SP 491.

I
UwOm m
+ou�sa . of.Vf
fff M.NC[�f fTNffT
i �uawor, w.o:
_ ADMITTED TO RECORD
PoOn PACE
Pit r
IIFR 25 3 4 PH'Tl
ggpppp
935 ,�acE 4'77 u y
STATE OF NORTH CARML1,
cR C.
* ASSIGNMENT OF RIGHTS FOR
NEW HANOVER COUNTY MAINTENANCE OF DRAINAGE
* EASEMENT
THIS INDENTURE, Made this 24th day of April, 1972,
by and between Shore Acres Company, a North Carolina corporatio
party of the first part, and the Town of Wrightsville Beach, I
a municipal corporation existing under the haws of the State i
of North Carolina, in the County of New Hanover, State of
North Carolina, party of the second part.
WITNESSETH, That the party of the first part, for and
in consideration of the sum of Ten Dollars and other valuable
considerations to it in hand paid by the party of the second
part, the receipt of which is hereby acknowledged, has assigned
to, given, granted, bargained and sold, unto the party of the
second part forever, all rights of maintenance of the easement
below described, including the right to enter and go on,for
purposes of maintenanceitifk the drainage easement below
described, and the right to perform all work necessary in
connection with the maintenance of said easement, which is
located in the County of New Hanover and State of North Carolin
and described as follows, to -wit:
BEING all of the drainage easement of the
extension of Development Number 3, Shore
Acres, as shown on a map thereof surveyed
by Henry Von Oesen & Associates for Shore
Acres Company, E. Lawrence Lee, President,
which map is recorded in Map Book 7, Page
74 of the New Hanover County Registry.
TO HAVE AND USE the above granted and described premises
for the uses herein above set out unto the party of the second
part in perpetuity.
WITH THIS EXCEPTION, however, that if the party of the
second part shall fail to use the above assigned and granted
premises for the purposes herein above expressed, or express
an intent in writing to the grantor that it wishes to abandon
the rights assigned under the terms of this Instrument, then
the premises and all rights assigned under this Instrument
shall immediately revert to the.grantor, and at the request
36

t•w orncu
aoumRaa � ca►aa
•YJ1molOR.l.O.
1
�I
ow 935 PAGE 478
of the grantor herein, the party of the second part shall
execute an Instrument securing the terms of this exception.
IN TESTIMONY WHEREOF, the said party of the first
part by and through its President, E. Lawrence Lee, hereby
subscribes and affixes its seal, the day and year first
above written.
S MRES COMPANY)
Lawrence Lee, Pres ent
ATTEST: .. ; �141 ► rl J jy;'yi;
Mary k%r'B rden Lee, Secretaryi� '` •'7:'�� ^�`i:c
STATE OF NORTH CAROLINA,
NEW HANOVER COUNTY.
This 24th day of April, 1972, personally came before
me, Mary Borden Lee, Secretary, who, being duly sworn, says
that she knows the common seal of Shore Acres Company, and is �(
acquainted E. Lawrence Lee, who is President of said corporation
i,
and that she the said Mary Borden Lee, is secretary of the
said corporation, and saw the said President sign the foregoing
Instrument, and saw the said common seal of said corporation
affixed to said instrument by said President, and that she, the
said Mary Borden Lee, Secretary, signed her name in attestation
of the execution of said instrument in the presence of said
President of said corporation. i
Let the instrument, with this certificate, be registered.
Witness my hand and seal this, 24th day of April
1972. JUDY 8
COOPER
NOTARY PUBLIC
NEW NANpyEA -;
tart' P COUNTY. .
My Commission expires the -21et day of February , 1977 III
. j STATE OF NORTH CAROUNA I
- �Neu, Hoff County i
Thu Fore,oine cenine,to or Judy_ B,
Cooper�__Notarx_Puulio �_ ± �
-------------------------------
. b arllrled to 6o aor[eet.
Teb tee 25 _ d r of Aril-__-'°-22 1-
Received and Recorded aygqun�re�__��Br1i__
Apr1I 25, 1972 at 3.'OB S01;,7 ' T,ols C. Lenq R ter of Ete'e^d. r
Register of Deeds t }(7

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AREVISED
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A2
3/7/23
SPOT ELEVATIONS ADDED
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BOOK 1285 PAGE 778
�. DROP INLET
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S
3.48 a 15, DRAINAGE EASEMENT
,4 7 , 3:d1 o 361 �Oti MAP BOOK 7 PAGE 74
ci �`lq �\ / BOOK 935 PAGE 477
TWO STORY
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BOAT Survey Reference
LIFT BOOK 6466 PAGE 2619
MAP BOOK 7 PAGE 74
BOOK 935 PAGE 477
(1972 EASEMENT DOCUMENT.
FLOATING ASSIGNMENT OF RIGHTS FOR
DOCK MAINTENANCE OF DRAINAGE
Graphic Scale: 1"=30'
30 0 30 60
Plat of Survey For:
WHITNEY AND NEIL LEONARD
SHORE ACRES
EXTENSION OF DEVELOPMENT 3
LOT 78
TOWN OF WRIGHTSVILLE BEACH NEW HANOVER COUNTY
NORTH CAROLINA
LEGEND:
EIP EXISTING IRON PIPE NPS NO POINT SET
MNS MAG NAIL SET
SD STORM DRAIN PIPE (CONCRETE)
Address: 234 SEACREST DR
MICHAEL UNDERWOOD and ASSOCIATES, PA
102 CINEMA DRIVE, SUITE A
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
E-MAIL: mua0bizec.rr.com Firm License #C-0615
I:\Carlson Buddy 2019\Final Surveys\Wrightsville Beach\234 Seacrest Dr\awg
EASEMENT).
NOTE: THIS LOT IS LOCATED IN AN
AREA OF 100 YEAR FLOOD.
NORTH CAROLINA
NEW HANOVER COUNTY
I, MICHAEL N. UNDERWOOD, CERTIFY THAT THIS PLAT WAS DRAWN
MY SUPERVISI
PLAT RATIO DID
PfF' `f04919Ntl WIrED�BY�COMPUTER FACE OF IS
1110.Oa0--+. TdAT-1HE_BOUTADABIES_ NOT cl OVEYEn ABESIHOWN
E
A.D.,
MICHAEL N. UNDERWOOD, P.L.S.
LICENSE NUMBER L-2962
SEAL OR STAMP
2022 MICHAEL UNDERWOOD and ASSOCIATES. PA

DCM Coordinator: Cameron Luck
County:
1"A�
DYNAMICS DISTRIBUTION? Y )
Circle o e: Bio Report Permit for:
Oversize s
2
WIRO E-MAIL DISTRIBUTION SHEET
Permit #:
L 0 VIA VA-01/`%)�j -
DCM Offices:
Morehead City: PT (if oversize) via LISPS
*cc Cam & Amanda on group email w io arr.app.drawings, deed, comment she
"MHC documents (Cam & Ama))
Wilmington: Original hard -copy
ONLY USAGE & DWR (w►ro): Split Sheet Fee Chart (No recommendations)
USAGE Wilmington: & Carteret Co): PN, CL, Reports, Split Sheet
use both [e-mail] (NH/BR)' PN, CL, Reports, Split Sheet
Greg Currey (NH/BR: PN, CL, Reports, Split Sheet
Div of Water Resources: Holley Snider - 401 (BR/NH): PN, CL, Reports, Split Sheet
1 (PN/ON — Surf City): PN, CL, Reports, Split Sheet
Div of Water Resources: Sheri Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet
Stephanie Goss
Michael Meilinger (training with Holley — send all until further notice)
Barbara Dunn, barbara.menefee-dunn de .nc. ov
Marine Fisheries: Kim Harding
DCM PlannerlWiRO: Mike Christenbury _
Cultural Resources: Renee Gledhill -Earley EnvironmentaLReviewa@ncdenrgov
Natural Heritage Prog. Natural.Herita a email new
CAR"ural Lqo. Dev: / Lee,Nadncj-_
NC DOT: David Harris
Wildlife Resources: Maria Dunn w/Reports
State Property Office: Tim Walton: DEED
Mike Moser _
Wanda Hilliard, Real Property Agent (Bio Reports only)
Shellfish Sanitation: Phil D'Angelis (Bio) / 3 .+.+i n jenk4ns rnf! -- -
Andrew Haines
DEMLR: Christine Hall - Stormwater Section
Dan Sams - Land Quality Section
Public Water Supply: Heidi Cox
City of Wilmington:
Enforcement: Field Rep:
Co. LPO �l Y VV 1 � L-VIA �j '010 o V �1M ✓LVI
Agent:
DISTRIBUTED:
Updated 10-2023 CAMA1Shaun majors docs/e Agency List

3/21 /24, 9:59 AM
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March 8, 2024, 10:35 am
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WRIGHTSVILLE BEACH
206 CAUSEWAY DR
WRIGHTSVILLE BEACH NC 28480-1748
M-F 0830-1630; SAT 0900-1200
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Permit Application Report
Application ID Application Type Submitted App Complete Deadline Decision Expiration
PA-1318 I DCM Major Permit
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Individual
Mrs.
Whitney and Neil
Leonard
[e-mail]
910-470-7071
910-470-7071
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
234 seacrest drive
Wrightsville
Beach
nc
28480
234 seacrest drive
Wrightsville
Beach
nc
28480
Additional Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Individual
Mrs.
Whitney and Neil
Leonard
[e-mail]
910-470-7071
910-470-
7071
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
234 seacrest drive
Wrightsville
Beach
nc
28480
234 seacrest drive
Wrightsville
Beach
nc
28480
Additional Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
Town of
Wrightsville Beach
Town of
Wrightsville
Beach
[e-mail]
910-256-7900
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
321 causeway drive
wrightsville
beach
nc
28480
po box 626
wrightsville
beach
nc
28480
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Davey Resource
Group
Davey Resource
Group
[e-mail]
9104520001
9104520001
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
3805 wrightsville ave,
ste 15
wilmington
NC
28403
3805 wrightsville ave,
ste 15
wilmington
NC
28403
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
234 Seacrest Drive
Public/Government
640 Sq. Ft. / 0.01 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: Major 61-03, Mark Stansfield, May 12003
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
234 Seacrest Drive
Wrightsville Beach, NC 28480
New Hanover
R05719-003-030-000
34.21461
-77.80802
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Existing Discharges to State Waters
1.25
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
True
False
False

Detailed Description of the Existing Development Located on the Property
Existine Man -Made Features:
There is an existing single-family residence with a bulkhead, fixed pier, floating dock, and boat lift located at 234 Seacrest. There are
existing drainage inlets and pipes located on the drainage easement to the northeast of the residence.
Existing Land Uses:
Single family home
Existing Wastewater Treatment/Disposal:
Municipal
Solid Waste/Fish Offal/Trash Disposal:
Municipal
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The applicant proposes bulkhead construction with sand backfill, removal of existing pipe and rubble / debris, and installation of an
additional stormwater drainage pipe with dissipater. The proposed bulkhead will measure 1' wide x 130' long with wingwalls and
create a 249 square foot vacant area to be backfilled with sand from a sand mine or other upland source. 249 Square feet of Coastal
Wetlands will be impacted. There are approximately 130 square feet of rubble and pipe to be removed from coastal wetlands. An
upland portion of the existing pipe to be removed will be abandoned and filled. The replacement pipe will be constructed of
concrete and measure 24" in diameter x 77' long and empty to a rip rap energy dissipater totaling 38 square feet. Also proposed is
the replacement of an existing drop inlet adjacent to Seacrest Drive. See Attachments for details. There are no other development
activities proposed.
Buildings/Facilities/Units/Structures:
single family home existing. no new proposed
Use & Daily Operations:
The bulkhead will support existing uplands. The replacement pipe will provide stormwater drainage to the surrounding impervious
surfaces.
Construction Methodology & Equipment:
Typical bulkhead construction methods and equipment will be used. Typical pipe removal and installation construction methods and
equipment will be used. Equipment will be stored onsite if needed.
Development Activities Narrative Specifics:
see attachment for details.
Application Narrative:
The applicant proposes bulkhead construction with sand backfill, removal of
existing pipe and rubble / debris, and installation of an additional stormwater
drainage pipe with dissipater. The proposed bulkhead will measure 1' wide x
130' long with wingwalls and create a 249 square foot vacant area to be
backfilled with sand from a sand mine or other upland source. The bulkhead will
be constructed of wood, concrete, or naval style vinyl sheet pile depending on
contractor recommendations. 249 Square feet of Coastal Wetlands will be
impacted. There are approximately 130 square feet of existing rubble and pipe
to be removed from coastal wetlands. The removed pipe and rubble will be stored
on an onsite upland area outside of the 30' CAMA buffer in a mobile garbage bin
or other sediment and erosion control container as determined by the contractor
and will be disposed. Two portions of the existing pipe totaling 40' will be
removed. A 37' section of the existing pipe will be abandoned and filled. The
replacement pipe will be constructed of high pressure concrete and measure 24"
in diameter x 77' long with check valve and empty to a rip rap energy dissipater
totaling 38 square feet. Also proposed is the replacement of an existing drop
inlet adjacent to Seacrest Drive. See Attachments for details. There are no

other development activities proposed.
Purpose and Need
The purpose of the project is to replace the existing bulkhead, remove pipe and
rubble / debris from coastal wetland, remove existing failing pipe, replace an
existing drop inlet, and install new concrete pipe with energy dissipater. The
new bulkhead is needed to stabilize existing uplands. The new pipe is needed to
manage upland stormwater flow.
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Vkruhalgh# lvde ]fll}dvJrq#G hyhcrsp hqv$V fv,Iy2% # gfaKghg=luxh*
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
False
Source of Erosion Amount Information
Shoreline Stabilization
Type of Stabilization
Describe "Other' Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other' Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
1
Max Distance Waterward of NHW/NWL
1
130
1
2
2
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
249
Sand
sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures / bulkhead
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
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Slhuv# #G rfn]gj 9dfblAZhv* hyhcrsp hgvM fvly2n # gfacghg=Wdarh*
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whp srudul Wviafwcuhv*hyhcrsp hgvM fvlhylwj #tgfcKghg=Idcvh##
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Iuhhvvdgg]gj W rru]gj v/Wxr I v# #jJhxg#U hvviigj WDrdav* hyhcrsp hgv$V fwly2n 4gfcKghg=-Mdcvh#
Orj #7hp rydc2P du]gh#G he uhrVhyhcrsp hqv$V fvhy2n #gfcKghg=#\ hv2Q r#
Log Removal/Marine Debris Details
Excavation Length
Excavation Width
Average Existing Depth
Final Project Depth
10
13
0
1 0
Area Excavated Below
NHW or NWL (Sq Ft)
Volume Excavated Below
NHW or NWL (Cu Yds)
Type of Material to be Excavated
Describe "Other" Material
130
5
Other
pipe and rubble
Does the Area to be Excavated Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
130
Existing pipe and associated rubble removal
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Disposal of Excavated Material
Location of Disposal Area
Disposal
Area Length
Disposal Area
Width
Do You Claim Title to
Disposal Area
Will Wetlands be Crossed in
Transporting Equipment to Project Site
onsite
20
20
True
False
How Will Excavated Material be Kept on Site and Erosion Controlled
Steps Taken to Avoid or Minimize Environmental Impact
silt fence, mobile garbage bin, or other erosion control measures as
determined by contractor
Q dylj dvJrgdcM kgv#Ghyhcrsp hqv$V fvlhy2n #gfcKghg=fl!dcvh#
R vkhL9 ImWhcrz #V dvhufPhyh(V hyhcrsp hgv$V fvhy2n #gfcKghg=fl!dcvh#
v-orup z d-ohuWvix f wc uh v* hyh cr s p hgAVfvlhy1n #gfacghg4Wuxh#
Stormwater Structures - General
Does Stormwater Structure Have an Oceanfront Component: False
Navigational Aids Details
Number of Buoys
Number of Day Markers
Min Distance Each Aid Placed Beyond
Max Distance Each Aid Placed Beyond
Shoreline
Shoreline

Upland Development For Stormwater Structures
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
1
7/23/1962
1
1
640
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
9.00
27.00
False
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Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
1
7/23/1962
1
1
640
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
9.00
27.00
False
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■ Complete items 1, 2, and 3.
■ Print your name and address on the reverw
so that we can return the card to you. "I
• Attach this card to the back of the mailplece,
or on the front if space permits,
1l. Article Addressed to:
Or
Agent
C. Date bf Delivery
!6
D. Is delivery address diff nt from tern 1? ❑ Yes
If YES, enter delivery address below: ❑ No
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III III III III
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❑ Priority Mail Expresse
9590 9402 8104 2349 2656 44
� rWIult WI Signature Restricted Delivery
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❑ Registered Mall Restricted
Delivery
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❑ Certified Mail Restricted Delivery
❑ Collect on Delivery
❑Collect on Delivery Restricted Delivery
❑ Signature ConflrmatlonTm
Cl Signature Confirmation
Restricted
Vlall
7022 2 410 0003 3470 3927
Delivery
Vall ReatHoted Dailv&y
PS Form 3811, July 2020 PSN 7530-02-000-9IM
053
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d'*� - Dclnlestic
Rettim Receipt

3/19/24, 10:59 AM
USPS.com® - USPS Tracking® Results
USPS Tracking®
Tracking Number:
70222410000334703910
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Your item was returned to the sender on March 12, 2024 at 3:54 pm in WRIGHTSVILLE BEACH, NC
28480 because it could not be delivered as addressed.
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Return to Sender
WRIGHTSVILLE BEACH, NC 28480
March 12, 2024, 3:54 pm
Redelivery Scheduled
WRIGHTSVILLE BEACH, NC 28480
March 12, 2024
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3/19/24, 10:54 AM
USPS.com® - USPS Tracking® Results
USPS Tracking®
Tracking Number:
70222410000334703965
Copy Add to Informed Delivery (https://informeddelivery.usps.com/)
Latest Update
FAQs >
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Your item was returned to the sender on March 15, 2024 at 9:45 am in WRIGHTSVILLE BEACH, NC
28480 because the addressee was not known at the delivery address noted on the package.
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Addressee Unknown
WRIGHTSVILLE BEACH, NC 28480
March 15, 2024, 9:45 am
Available for Pickup
WRIGHTSVILLE BEACH
206 CAUSEWAY DR
WRIGHTSVILLE BEACH NC 28480-1748
M-F 0830-1630; SAT 0900-1200
March 14, 2024, 10:11 am
Arrived at USPS Regional Facility
FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX
March 13, 2024, 1:32 pm
Departed USPS Regional Facility
RALEIGH NC DISTRIBUTION CENTER
March 13, 2024, 3:14 am
Arrived at USPS Regional Origin Facility
RALEIGH NC DISTRIBUTION CENTER
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3/19/24, 10:54 AM USPS.com® - USPS Tracking® Results
March 12, 2024, 11:41 pm
Departed Post Office
WRIGHTSVILLE BEACH, NC 28480
March 12, 2024, 4:40 pm
USPS in possession of item
WRIGHTSVILLE BEACH, NC 28480
March 12, 2024, 4:24 pm
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