20230296 Ver 1_CAMA Application_20230227

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: PDM Equity, LLC
2. LOCATION OF PROJECT SITE: 64 Pelican Dr Wrightsville Beach, NC 28480
Longitude:-77.80267 Latitude: 34.21754
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
12/8/2022
Application review
No
5. PROCESSING PROCEDURE -
Application Received
Application Complete
I Regional Office
2/16/2023
2/16/2023
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 Wetlands, Public Trust
Areas, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment:
Existing: Central & Municipal
Planned: N/A
(F) Type of Structures:
Existing: Boat lift, Boat slips, Floating structure, Pier or dock, Platform,
Bulkhead(wood)
Planned: Floating platform(not marina), Bulkhead(below MHW/NHW vinyl)
(G) Estimated Annual Rate of Erosion: N/A
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED ft2
OTHER (ft)
A Open Water
0
217
140
CW's above NHW
0
0
0
C CW's below NHW
0
181
0
Shallow Bottom
0
0
0
High Ground
0
1550
0
Non -Coastal WL
0
0
0
(E) Total Area Disturbed: 2088 ff
(F) Primary Nursery Area: No
(G) Water Classification: SB: Primary Contact Recreation, Tidal Salt Water
Open Water: No
Field Investigation Report: PDM Equity, LLC
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
A new vinyl bulkhead is proposed to be constructed waterward of the existing bulkhead,
approximately 2' on the east side and approximately 5.5' on the west side (for an average of
3.5% resulting in the filling of approximately 181 sq. ft. of Coastal Wetlands. An existing
floating jet ski platform is also to be relocated in a different footprint.
9. NARRATIVE DESCRIPTION:
The project site is located at 64 Pelican Drive, adjacent to Lee's Cut, in the Town of
Wrightsville Beach, New Hanover County.
According to the application, the parcel located at 64 Pelican Drive is approximately 8,197 sq.
ft. (0.19 acres). The lot has an existing single-family home and private docking facility with the
high ground consisting primarily of grass and ornamental vegetation. The adjacent riparian
parcels to the east and west have a single-family home with a docking facility and bulkhead.
The project site has approximately 66' of shoreline frontage, currently stabilized by a wooden
bulkhead that approximates Normal High Water (NHW). There is a sparsely vegetated area of
Coastal Wetlands that primarily consists of Salt Marsh Cord Grass (Spartina alterniflora),
approximately 900 sq. ft., located waterward of the existing bulkhead. A majority of the
Coastal Wetland area is buried/shaded out by wrack material.
The applicant currently maintains a private docking facility with a fixed pier, measuring
approximately 50' long x 6' wide, that has an attached, uncovered L-shaped fixed platform to
the east. The uncovered fixed platform measures approximately 16' long x 8' wide. At the end
of the fixed pier and platform, there is a ramp that leads to a floating dock running
perpendicular to the channel, that measures approximately 28' long x 6' wide. Adjacent to the
floating dock there is an uncovered boat lift to the east and another potential slip to the west,
creating a total of two slips. There is also an existing jet ski platform, measuring approximately
14' long x 10' wide, located to the east side of the ramp (see Sheets 1 & 2 of 4). The existing
boat lift was previously permitted under CAMA General Permits 44849D and 49228D and
issued to a previous property owner in 2006 and 2007. The existing floating dock was replaced
in 2020 under CAMA General Permit 74771D and issued to a previous property owner. We
were unable to locate any other previous permit history for the rest of the existing docking
facility or the existing bulkhead. Based aerial imagery, it appears that the existing bulkhead has
been in place since at least the early 2000's.
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
Lee's Cut 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 applicant proposes to construct a new vinyl bulkhead an average of 3.5 ft. waterward of
the existing wooden bulkhead to tie into the adjacent bulkhead to the west. The new wall
Field Investigation Report: PDM Equity, LLC
DCM Major Permit
Page 12

would be located approximately 2' on the east side and approximately 5.5' on the west side,
resulting in the filling of approximately 181 sq. ft. of Coastal Wetlands consisting primarily of
Salt Marsh Cord Grass (Spartina alterniflora). The applicant proposes to construct
approximately 62' of vinyl bulkhead waterward of the current alignment, stepping out an
average of 3.5' below NHW as measured from the existing face of the timber bulkhead to the
waterward face of the proposed new vinyl bulkhead (see Sheets 3 & 4 of 4). The proposed
bulkhead will tie into the neighbors' existing bulkheads, with a T return wall on the east side
(see Sheet 3 of 4). During the site visit with the agent on December 8, 2022, it was noted that
the Coastal Wetland areas in front of the existing bulkhead are sparsely vegetated, and the west
side is mostly buried/shaded out by wrack material.
The applicant also proposes to relocate an existing floating jet ski platform, measuring
approximately 10' wide x IT long, to a different footprint on the west side of the existing
docking facility. The proposed location of the floating platform is within the 15' adjacent
riparian setback, however the neighbor at 66 Pelican Drive has provided a waiver.
11. ANTICIPATED IMPACTS:
The proposed bulkhead alignment would fill approximately 181 sq. ft. of Coastal Wetlands
consisting primarily of Salt Marsh Cord Grass (Spartina alterniflora) and approximately 217 sq.
ft. of Estuarine Waters/ Public Trust Area. The proposed 62' vinyl bulkhead would be constructed
waterward of the existing bulkhead, approximately 2' on the east side and approximately 5.5' on
the west side (for an average of 35). The proposed bulkhead would also result in the disturbance
of approximately 1,550 sq. ft. of high ground area. The relocation of the 10' x 14' jet ski platform
would incorporate approximately 140 sq. ft. of Estuarine Waters/ Public Trust Area. Minor
increases in turbidity should be expected during project construction.
Shoreline length = — 66' x 8 sq. ft. = 528 sq. ft. (maximum allowable platform area)
Proposed floating jet ski platform (10' x 14') = 140 sq. ft.
Existing floating dock (6' x 28') = 168 sq. ft. (access credit, not counted)
Existing fixed pier (6' x 50') = 300 sq. ft. (access credit, not counted)
Existing fixed platform (8' x 16') = 128 sq. ft.
Existing uncovered boat lift (13' x 13') = 169 sq. ft. (not platform, open water, incorporated)
Total = 268 sq. ft.
Name: Kelsey Beachman Date: 02-27-2023 Office: DCM - Wilmington Regional Office
Field Investigation Report: PDM Equity, LLC
DCM Major Permit
Page 13

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1027
DCM Major Permit
02-16-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
PDM Equity, LLC
PDM Equity, LLC
[e-mail]
9104520001
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
64 pelican drive west
wrightsville
beach
nc
28480
418 forsyth street
raleigh
nc
27609
Registered
Agent Information
Agent Type
Title
Business Name
Name
I 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)
64 Pelican Drive West
Private/Community
1775 Sq. Ft. / 0.04 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: 44849D, Popkin, unknown 49228D, Popkin, unknown 74771,
Mills, 1-17-2020
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
64 Pelican Dr Wrightsville
Beach, NC 28480
New Hanover
White Oak
R05715-002-010-000
34.21754
-77.80267
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
I Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
3 story building, fixed access pier with platform, floating dock and boatlift, floating jet ski platform, bulkhead
Existing Land Uses:
Single family residence with docking access
Existing Wastewater Treatment/Disposal:
Municipa
Solid Waste/Fish Offal/Trash Disposal:
Municipa
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The purpose of the project is to stabilize uplands with installation of a bulkhead 2' waterward of the existing bulkhead and relocate
the floating jet ski platform.

Buildi ngs/Facilities/U nits/Structu res:
One single family residence
Use & Daily Operations:
The purpose of the project is to stabilize uplands with installation of a bulkhead 2' waterward of the existing bulkhead and relocate
the floating jet ski platform.
Construction Methodology & Equipment:
Typical bulkhead construction methods and equipment will be used. Equipment will be stored on site, if needed.
Development Activities Narrative Specifics:
Application Narrative:
The applicant proposes installation of a replacement bulkhead 2 — 5.5' (average
of 3.5') waterward of the existing bulkhead and will tie to existing adjacent
bulkheads. The proposed bulkhead will create a vacant area to be backfilled
with approximately 60 cubic yards of sand from a sand mine or upland source.
Land disturbance from proposed bulkhead backfill is approximately 225 square
feet. The proposed bulkhead will measure 1' wide x approximately 62' long and
be constructed of vinyl naval style sheet pile with a concrete cap. It should
be noted that the western portion of shoreline is covered by detritus while the
eastern portion of shoreline is currently sparsely vegetated coastal wetlands.
A total of 181 square feet of coastal wetlands will be impacted for bulkhead
backfill. The current length of shoreline at Normal High Water is 66.5' and was
approved by DCM staff on 12/8/2022. Length of shoreline at Normal High Water
post -construction will be 62'. Also proposed is permanent placement of the
temporary floating jet ski platform which measures 10' x 14' and the relocation
of existing access stairs. There are no other changes proposed to the existing
docking facility. Upland fill is proposed to bring the proposed bulkhead and
existing backyard to grade. The amount of upland fill is to be determined.
Land disturbance from upland fill is approximately 1,550 square feet. The total
approximate square footage of proposed disturbance is 1,775. There is no
additional upland work proposed on the property. See Appendix A for details.
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
Vinyl
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
62
1
3.5
5.5
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
225
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
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: True
Docking Facilities Details
Facility Use
# of Tie Pilings
Existing Slips
New Slips
Private/Community
0
2
0
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Floating docks
14
10
1
Freestanding Moorings & Buoys Associated With This Docking Facility
Structures Consistent With Water Use Plan Existing Freestanding Moorings & Buoys Slips New Freestanding Moorings & Buoys Slips
False
3uoy Details:
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline I Arc of Swing Water Depth
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)
Open runabout; Personal water craft; Other
30
jet ski
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)
23
5
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)
1
350
10
1 4
10
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
Beyond Shoreline
False

Marina Development Activity Details Required

DAVEYT-. Dortch, William <[e-mail]>
401 Prefile - 64 Pelican
1 message
Dortch, William <[e-mail]> Wed, Feb 1, 2023 at 11:55AM
To: 401 [e-mail]
Cc: William Dortch <[e-mail]>, DRG CAMA <[e-mail]>
Greetings,
The applicant proposes installation of a replacement bulkhead 2 — 5.5' (average of 35) waterward
of the existing bulkhead and will tie to existing adjacent bulkheads. The proposed bulkhead will
create a vacant area to be backfilled with approximately 60 cubic yards of sand from a sand mine
or upland source. The proposed bulkhead will measure 1' wide x approximately 62' long and be
constructed of vinyl naval style sheet pile with a concrete cap. It should be noted that the western
portion of shoreline is covered by detritus while the eastern portion of shoreline is currently
sparsely vegetated coastal wetlands. The current length of shoreline at Normal High Water is 66.5'
and was approved by DCM staff on 12/8/2022. Length of shoreline at Normal High Water post -
construction will be 62'. Also proposed is permanent placement of the temporary floating jet ski lift
which measures 10' x 14' and the relocation of existing access stairs. There are no other changes
proposed to the existing docking facility. Upland fill is proposed to bring the proposed bulkhead
and existing backyard to grade. The amount of upland fill is to be determined. There is no
additional upland work proposed on the property. See Appendix A for details.
William A. Dortch I Associate Consultant
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington NC 28403
P: 910.452.0001 ext. 1921 1 M: 910.471.5012 1 F: 910.452.0020
DAVEY
Resource Group
Visit our local office page
2023-2-1_64 Pelican Figures Binder.pdf
1755K

Book 6204 Page 2899
BK: RB 6204
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIII IIIII
PG: 2899-2902
RECORDED:
2019009078
04-01-2019
NEW HANOVER COUNTY, NC
11:16:17 AM
TAMMY THEUSCH BEASLEY
BY: KELLIE GILES
REGISTER OF DEEDS
DEPUTY
NC FEE $26.00
STATE OF NC
REAL ESTATE
EXTX $5835.00
THIS INSTRUMENT PREPARED BY: BROCK & SCOTT, PLLC, ATTORNEYS AT LAW
RETURN TO: GRANTEE
PDM Equity, LLC
418 Forsyth St.
Raleigh, NC 27609
File Number: 10-07820
PIN #: R05715-002-010-000
Excise Tax: $5, 835.00
STATE OF NORTH CAROLINA
SUBSTITUTE TRUSTEE'S DEED
COUNTY OF NEW HANOVER
NCGS 105-317.2 Report on transfers of real property — requirements
Grantor's address: see below paragraph
Grantee's address: see below paragraph
Primary residence: As the Substitute Trustee of a special proceedings foreclosure file, this firm
does not occupy any property as its residence. As to the original mortgagor(s), this firm does 'not
have any specific knowledge as to whether the mortgagor(s) were occupying the property at the
time of foreclosure sale.
This instrument was prepared by: Brock & Scott, PLLC, a licensed North Carolina attorney/law
firm. The Grantee is receiving title because they were the successful bidder at a foreclosure sale
of the below mentioned property. Any potential bidders were notified that the sale of the
property would be made subject to all prior liens, unpaid taxes, any unpaid land transfer taxes,
special assessments, easements, rights of way, deeds of release, and any other encumbrances or
exceptions of record. Therefore, the Grantee assumes responsibility for any unpaid taxes.
THIS SUBSTITUTE TRUSTEE'S DEED, made this 29day of March, 2019, by and between
Trustee Services of Carolina, LLC, Substitute Trustee in the Deed of Trust hereinafter mentioned,
whose address is c/o Brock & Scott, PLLC, 5431 Oleander Drive, Suite 200, Wilmington, NC,
28403 ("Grantor"), and PDM Equity, LLC, a North Carolina limited liability company, its
successors and assigns as their interests may appear, whose address is 418 Forsyth St., Raleigh,
NC 27609, ("Grantee");

Book 6204 Page 2900
WITNESSETH:
WHEREAS, Matthew Scott Griffin and Holly E. Griffin, executed and delivered a Deed of
Trust dated November 25, 2008 and recorded on November 25, 2008 in Book 5361 at Page
205 rerecorded on December 23, 2010 in Book 5535, Page 1659 of the New Hanover County
Public Registry, to Jackie L. Miller, as Trustee; and
WHEREAS, the beneficial interest of said Deed of Trust was originally held by and
remains with, or was transferred and assigned to SunTrust Bank s/b/m to SunTrust Mortgage,
Inc.; and
WHEREAS, default having occurred in the payment of the indebtedness secured by said
Deed of Trust and Grantor having been substituted as trustee, as set forth in Appointment of
Substitute Trustee Recorded on May 24, 2017, in Book 6061, Page 1253 and/or as
Instrument # 2017016654 of the New Hanover County Public Registry, due demand was
made on the Grantor by the owner and holder of the indebtedness secured by said Deed of Trust
that it foreclose the said Deed of Trust and sell the property under the terms thereof; and
WHEREAS, under and by virtue of the power and authority in it vested by said Deed of
Trust and according to the terms and the stipulations of the same, and having instituted a special
proceeding before the Clerk of Superior Court of New Hanover County,. entitled Special
Proceedings No. 17 SP 401, and after due advertisement as in said Deed of Trust provided and as by
law required, and due and timely notice having been given to the parties of said special proceeding,
and a proper hearing having been conducted on July 24, 2017, whereupon the Clerk of Superior
Court of New Hanover County, North Carolina, authorized Grantor to proceed under said Deed of
Trust and sell the real property as herein below described, Grantor, on December 20, 2018 at
10:00AM, did expose the land described in said Deed of Trust, and hereinafter described and
conveyed, subject to any and all superior liens, including without limitation, the lien of unpaid taxes
and assessments, easements, conditions, restrictions and matters of record, for sale at public auction
at the New Hanover County Courthouse door, when and where Paul D. Mills was the last and
highest bidder for said land at the price of $2,917,215.00; and
WHEREAS, Grantor duly reported the land sale to the Clerk of Superior Court of New
Hanover County as required by law, and thereafter said sale remained open ten days, and no
increased bid has been filed within the time allowed by law;
WHEREAS, Paul D. Mills has assigned their bid to PDM Equity, LLC, the Grantee
herein, and has required the Substitute Trustee to convey the property to the subject assignee;
and
NOW, THEREFORE, in consideration of the premises and of the payment of the said
purchase price by the Grantee, the receipt and sufficiency of which is hereby acknowledged, and
pursuant to the authority vested in it by the terms of the said Deed of Trust, Grantor does hereby
bargain, sell, grant and convey unto Grantee and their successors and assigns, all that certain lot or
parcel of land lying and being in the County of New Hanover, State of North Carolina, and being
more particularly described as follows:

Book 6204 Page 2901
ALL of Lot 3 of Channel Acres, as shown upon the map. of said subdivision recorded in New
Hanover County Registry in Map Book 9, at Page 27. Being the same property described in Deed to
Edward B. McCaffrey and wife, Elizabeth W. McCaffrey dated October 6, 1976 and recorded in
Book 1078, at Page 639 of the New Hanover County Registry.
Said property is commonly known as 64 Pelican Drive, Wrightsville Beach, NC 28480.
TO HAVE AND TO HOLD the said land,. together with all privileges and
appurtenances as thereunto belonging unto the said Grantee, its successors and assigns, forever,
in as full and ample manner, as Grantor, Substitute Trustee, is authorized and empowered to
convey same.
IN WITNESS WHEREOF, Grantor, Substitute Trustee of the aforesaid Deed of Trust,
has hereunto set its hand and affixed its seal the day and year first above written.
I hereby swear or affirm the above statements I am making are true and correct to the best
of my knowledge under penalty of perjury.
Trustee Services of Carolina, LLC
Substitute Trustee
By:
Aaron B. Anderson, Member/Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Ryan Shafer , a Notary Public of County and State
aforesaid, do hereby certify that Aaron B. Anderson, Member/Manager of Trustee Services of
Carolina, LLC, Substitute Trustee, personally appeared before me this day and acknowledged the
due execution of the foregoing instrument on behalf of the company.
WITNESS my hand and notary stamp or seal this V day of March, 2019.
Potaury:!Public
NOTARY SEAL
My Commission Expires
RYAN SHAFE11
Notary Pubic. North Carolina
Brunswick County. ices
My Commiss18n2024
February

Book 6204 Page 2902
TAMMY THEUSCH
BEASLEY New Hanover County
Register of Deeds Register of Deeds
320 CHESTNUT ST SUITE 102 • WILMINGTON, NORTH CAROLINA 28401
Telephone [phone] • Fax [phone]
\ is
yM'ry �i
State of North Carolina, County of NEW HANOVER
Filed For Registration: 04/01/2019 11:16:17 AM
Book: RB 6204 Page: 2899-2902
4 PGS $5,861.00
Real Property $26.00
Excise Tax $5,835.00
Recorder: KELLIE GILES
Document No: 2019009078
Gr�t)IN 4ri'.
F � x
L 0
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.

r i 1 -1
4
N() 1(000*19A
CAMA PERMIT
APPLIED FOR
PROJECT: Brief Project Description
COMMENTS ACCEPTED THROUGH
APPLICANT:
PDM Equity, LLC
c/o Davey Resource Group
64 pelican drive west
wrightsville beach, nc 28480
03-09 2023
FOR MORE DETAI LS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Kelsey Beachman - DCM
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845

\-ees 031
D;--,;-- t-rr;,4^r ­4 1 r,'
Wrightsville Beach Pierhead Line
Adjacent Docking Facility
Proposed Floatir
10'x 14' (permar
Adjacent Docking Facility
Proposed Bulkhead (5.5'Waterward from
Proposed Bulkhead (2'Waterward from
existing) Appx. Normal High Water
existing = 62' (including 2' return)) Appx.
Normal High Water
Proposed Sand Backfill Area
Existing Bulkhead Appx.
Normal High Water
(225 Sq Ft = -60 Cu Yd)
Existing Coastal Wetlands (sparsely vegetated)
30'CAMA Buffer
Existing Coastal Wetlands (covered by detritus)
Subject Tax Boundary
Upland Proposed Sand Backfill Area
Ties to Existing Grade (1,550 sq ft = cu yd TBD)
NOTES:
Legend 1. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
2. 2018 PARCELS FROM NCONEMAP.
Subject Tax Boundary
Emimmimmim 3. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS 66.5';
PROPOSED LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS 62'.
Taxparcels
4. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER APPROVED BY DCM STAFF 12/8/2022.
5. WATERBODY WIDTH IS APPROXIMATELY 385'.
Wrightsville Beach Pierhead Line
Proposed Bulhead/Appx. NHW
Riparian Corridor
Adjacent Docking Facilities
Project: Date
2/1/2023
Revision Date
2/16/2023
DAVEYI 64 Pelican Drive West
15' Riparian Setback
LLLLLLLLLLL
— — — — — — Proposed Floating Jet Ski Lift �LLLLLLLLLLL H
Scale
i..=20'
Resource Group
Job Number
DRGNCW22.506
30'CAMA Buffer
— — — — — - Existing Docking Facility
Title
Existing Bulkhead/Appx. NHW
Existing Coastal Wetlands (Sparse)
3805 Wrightsville Ave Suite 15 Plan View Drawn By:
0 10 20 40 Wilmington, North Carolina 28403 WAD
Sheet Number
3 of 4
910-452-0001

30' CAMA Buffer
Upland Proposed Sand
Backfill Area Ties to Existing Grade
(cu yd TBD)
Subject Tax Parcel Boundary
Existing Bulkhead / Appx. NHW
Legend
Subject Tax Boundary ■mimmimmi■
Wrightsville Beach Pierhead Line
15' Riparian Setback
30' CAMA Buffer
Existing Bulkhead/Appx. NHW
Proposed Grade
Proposed Upland Backfill (TBD)
A
0 00 0+110 0+120
Existing Bulkhead / Appx NHW
Proposed Sand Backfill (-60 cu yd)
Proposed Bulkhead 2' - 5.5' waterward �77777 77
p ( WB Pierhead Line
from existing) /Appx. NHW �����
— 15' Setback IF -IF -IF -IF -IF- I F
Existing Docking Facility to Remain
Proposed Sand Backfill Area
(225 Sq Ft = -60 Cu Yd)
Existing Fixed Pier
-Existing Grade (appx.)
A'
0+I30
Proposed Bulkhead (2-5.5' waterward
from existing) / Appx NHW
NOTES:
1. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
2. 2018 PARCELS FROM NCONEMAP.
3. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS 66.5' ; PROPOSED LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS 62'.
4. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER APPROVED BY DCM STAFF 12/8/2022.
5. WATERBODY WIDTH IS APPROXIMATELY 385'.
Proposed Bulhead/Appx. NHW
DAVEY
Resource Group
3805 Wrightsville Ave Suite 15
Wilmington, North Carolina 28403
910-452-0001
0
0 5 10 20
iiiiii
Horizontal and Vertical 1" = 10'
Project: Date: Revision Uate:
2/1/2023 2/16/2023
64 Pelican Drive West
Scale: Job Number:
title:
as noted DRGNCW22.506
Profile View Drawn By: Sheet Number:
WAD 4 of 4