20231244 Ver 1_CAMA Application_20230912 (3)

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: Brett Halna Du Fretay
2. LOCATION OF PROJECT SITE: Oak Point Ln SW Supply, NC 28462
Longitude:-78.25611 Latitude: 33.96696
3. INVESTIGATION TYPE:
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
I Applicant Present?
8/11/2023
Verify NHW line and edge of Coastal Wetlands
I No
5. PROCESSING PROCEDURE -
Application Received
Application Complete
I Regional Office
9/8/2023
9/6/2023
1 DCM - Wilmington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Brunswick County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine Shoreline, Coastal Wetlands, Public Trust Areas,
Estuarine Waters
(C) Water Dependent: Yes and No
(D) Intended Use: Private/Community
(E) Wastewater Treatment:
Existing: N/A
Planned: N/A
(F) Type of Structures:
Existing:
Planned: Boat lift, Dolphin, Floating structure, Gazebo, Other(wetslip), Pier or
dock, Platform, Misc. building, Elevated accessway(marsh)
(G) Estimated Annual Rate of Erosion: N/A
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED (ft)
OTHER (ft)
A Open Water
1390
CW's above NHW
C CW's below NHW
3444
Shallow Bottom
High Ground
831
Non -Coastal WL
(E) Total Area Disturbed: 5665 ftz
(F) Primary Nursery Area: Yes
(G) Water Classification: HQW: High Quality Waters
Open to Shellfishing: No
Field Investigation Report: Brett Halna Du Fretay
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
The applicant proposes to install a gazebo and open platform on an upland island and construct
two separate docking facilities for a total of 4 formalized slips and a kayak launch along the
Lockwoods Folly River and Pamlico Creek in Supply, Brunswick County.
9. NARRATIVE DESCRIPTION:
The project site is located at Parcel 920000030 along the north side of Oak Point Lane SW in
Supply, North Carolina. There have been no previous CAMA permits issued on this parcel and
there are no existing docking facilities on site.
According to the Danford and Associates 10/5/21 updated survey, the project site is
approximately 51 acres with approximately 31 acres located above Mean High Water and
approximately 20 acres located below Mean High Water. The high ground is vegetated
primarily with early successional tree species like Sweet Gum (Liquidambar styraciflua),
Turkey Oak (Quercus laevis), and Long Leaf Pine (Pious palustris). The high ground is
elevated approximately I I' above the Mean High Water (MHW) level, and the shoreline
4,000 linear feet) is stabilized by native vegetation. 404-type wetlands were delineated by
Southern Environmental Group, Inc in August 2020 and are present along the northern
shoreline of the parcel and in isolated pockets south of Oak Point Lane SW (See Sheet 1 of 5).
Coastal Wetlands are present across the project site with high marsh primarily consisting of
Black Needlerush (Juncus roemerianus) extending approximately 30' waterward of high
ground and transitioning to a mix of approximately 400' of Black Needlerush (Juncus
roemerianus) and Smooth Cord Grass (Spartina alterniflora) below MHW. The project site also
contains an approximately .12-acre island surrounded by approximately .03 acres of Black
Needlerush (Juncus roemerianus) that transitions to a mix of Black Needlerush (Juncus
roemerianus) and Smooth Cord Grass (Spartina alterniflora) below MHW (Sheet 1 of 5). The
width of Pamlico Creek measures approximately 28' from marsh to marsh in the vicinity of
proposed access pier "B" and the width of the Lockwoods Folly River measures approximately
114' wide in the vicinity of proposed access pier "C" (Sheet 2 of 5).
To the north of the project site is an approximately 131-acre parcel of submerged land also
owned by the applicant. To the east of the project site is a 5.6-acre residential lot with 3
separate residences on it. To the south of the project site are a mix of forested parcels, cleared
lots, and residential houses. To the west of the project site is Stone Chimney Rd SW.
The waters of the Lockwoods Folly River and Pamlico Creek are classified SA by the Division
of Water Quality and ARE designated as a Primary Nursery Area (PNA) by the N.C. Division
of Marine Fisheries. They are CLOSED to the harvest of shellfish. Based on visual
observations made by DCM staff during the August 2023 site visit, there appears to be NO
Submerged Aquatic Vegetation (SAV) in the surrounding waters. Water depths along the
Lockwoods Folly River in the vicinity of the proposed boatlifts and floating dock range from -
2.0' to-12.0', relative to NLW.
10. PROJECT DESCRIPTION:
The applicant proposes to install a gazebo and open platform on an upland island and construct
Field Investigation Report: Brett Halna Du Fretay
DCM Major Permit
Page 12

two separate docking facilities for a total of 4 formalized slips and a kayak launch along the
Lockwoods Folly River and Pamlico Creek in Supply, Brunswick County.
Starting from a central point along the northern edge of uplands, an approximately 6' x 147'
access pier (Elevated Walkway "A", Sheet 2 of 5) would extend approximately 15' over high
ground before bridging approximately 117' of Coastal Wetlands consisting of mainly Smooth
Cordgrass and Black Needlerush and then crossing back over approximately 15' of high
ground where it would would terminate on an approximately .12-acre upland island. As
proposed, a 20' x 20' gazebo would be constructed on the upland island outside of the 30'
buffer but within the 75' Estuarine Shoreline AEC. A 10' x 20' open platform would extend
off the north side of the proposed gazebo with approximately 183 sq. ft. of the open platform
would be located within the 30' buffer (Sheets 2 & 4 of 5). From the northeast edge of the
upland island, a proposed 6' x 108' access pier (Access Pier "B", Sheet 2 of 5) would extend
approximately 8' over high ground and continue an additional 100' over Coastal Wetlands
consisting of mainly Smooth Cordgrass and Black Needlerush, terminating at the edge of open
water in Pamlico Creek. From the east side of the access pier, a gangway would extend
southeast and provide access to a 7' x 20' kayak step-down, elevated a minimum of 2' above
the substrate (Sheets 2 & 4 of 5). As proposed, the 7' x 20' step-down would be located
approximately 7' waterward of the edge of marsh, at the 1/4 width of the waterbody and
landward of the deep -water channel. The water body measures approximately 28' across in this
area of the creek.
Moving east from Pamlico Creek to the Lockwoods Folly River, the applicant has proposed a
second docking facility (Access Pier "C", Sheet 2 of 5). From the high ground on the northeast
corner of the parcel, a 6' x 389' access pier would extend over approximately 370' of Coastal
Wetlands consisting mainly of Smooth Cordgrass and Black Needlerush before it spans
approximately 350' of low marsh to the edge of open water (Access Pier "C", Sheet 2 of 5).
The access pier would extend approximately 13' waterward of the edge of Coastal Wetlands
and terminate with a 20' x 20' gazebo. To the east of the proposed gazebo, a 16' x 16' open
boatlift would be positioned to align with the waterward distance of the proposed gazebo (Slip
44, Sheet 4 of 5). Water depths on the landward side of the proposed boatlift (Slip 94) are
approximately -5.0' NLW. To the west of the gazebo, a gangway running parallel to the
shoreline would lead to a proposed 8' x 40' floating dock with a formal slip on the north side
of the floating dock (Slip 92, Sheet 4 of 5) and a proposed 16' x 16' open boatlift on the south
side of the proposed floating dock (Slip 93, Sheet 4 of 5). Water depths on the landward side of
the proposed boatlift (Slip 93) are approximately -2.0' NLW and increase to approximately -
12.0' NLW on the waterward edge of the proposed floating dock. Approximately 15' off the
northwest end of the proposed floating dock, the applicant has proposed a series of 3 tie pilings
all spaced approximately 15' apart, oriented in line, parallel to the shoreline (Slip 91, Sheet 4
of 5). The water body measures approximately 114' across in this area of the river.
The property has approximately 4,000 linear feet of shoreline and the proposed design appears
to remain within the applicant's area of riparian access; no waivers are required for the
proposed project and no waivers were obtained by the applicant. The applicant's two designs
extend to the'/4 width limit in both Pamlico Creek and the Lockwoods Folly River (See Sheet 4
of 5). Water depths taken by DCM staff at 10:45am on 8/11/23 in the location of the proposed
Field Investigation Report: Brett Halna Du Fretay
DCM Major Permit
Page 13

boatlift (Slip 93) were approximately -2.5' NLW on the landward edge. Water measurements
were limited by the length of the depth gauge but exceeded -5.0' NLW approximately 6'
beyond edge of marsh. As proposed, the Pamlico Creek docking facility would extend
approximately 7' beyond the edge of marsh and the Lockwoods Folly River docking facility
would extend approximately 28' beyond the edge of marsh. Both docking facilities would
extend approximately'/4 width across their respective waterbody.
11. ANTICIPATED IMPACTS:
As proposed, the 400 sq. ft. high -ground gazebo would be constructed outside of the 30' Coastal
Shoreline buffer but within the 75' Estuarine Shoreline AEC. Approximately 183 sq. ft. of the
10' x 20' open platform would be located within the 30' Coastal Shoreline buffer. Proposed
elevated walkway "A" would shade approximately 720 sq. ft of Coastal Wetlands. Proposed
access pier "B" would shade approximately 570 sq. ft. of Coastal Wetlands and incorporate
approximately 158 sq. ft. of Estuarine Waters and Public Trust Area. Proposed access pier "C"
would shade approximately 2,154 sq. ft. of Coastal Wetlands and incorporate approximately
1,232 sq. ft. of Estuarine Waters and Public Trust Area. As proposed, both docking facilities
would extend to the'/4 width of their respective waterbody, which measure 28' and 114' ft. across
respectively. According to the application, no structures would be located in the channel of either
waterbody. The proposed development would be located outside of both 15' riparian corridor
setbacks. Water depths in the vicinity of the proposed floating dock and boatlifts range from -
2.0' to-12.0', relative to NLW. Minor increases in turbidity should be expected during piling
installation.
The square footage of the proposed docking facility is calculated as follows:
Shoreline length = 4,000 ft. x 8 sq. ft. = 32,000 sq. ft. (capped at 2,000 sq. ft maximum allowable)
Proposed Docking Facility:
Elevated Walkway "A" = 5' x 117' = 585 sq. ft. (As measured from landward edge of Coastal
Wetlands)
Access Pier "B" = 5' x 100' = 500 sq. ft. (As measured from landward edge of Coastal Wetlands)
Access Pier "C" = 6' x 389' = 2,334 sq. ft. (Credit)
Floating Dock = 8' x 40' = 320 sq. ft.
Fixed Platform = 7' x 20' = 140 sq. ft.
Gazebo = 20' x 20' = 400 sq. ft. (Dripline)
Tie Pilings (3) = 3' x 1' = 3 sq. ft.
Boatlift (2) = 16' x 16' = 256 x 2 = 512 sq. ft. (Not Counted)
Total (proposed) = 1,948 sq. ft.
Proposed
Field Investigation Report: Brett Halna Du Fretay
DCM Major Permit
Page 14
Upland

Upland Gazebo = 20' x 20' = 400 sq. ft.
Upland Open Platform = 10' x 20' = 200 sq. ft.
Name: Brendan Brock Date: 09-11-2023 Office: DCM - Wilmington Regional Office
Field Investigation Report: Brett Halna Du Fretay
DCM Major Permit
Page 15

DCM Coordinator: Cameron Luck
DYNAMICS DISTRIBUTION Y N
County:
Permit #: 1
WIRO E-MAIL DISTRIBUTION SHEET
Circle on (.-Bio Repo 1 Permit for:V1 Ay�l rye��Oversize s-s t: V1�
DCM Offices:
Morehead City: PT (if oversize) via Courier }�(
*cc Cam & Amanda on group email wl N narr,app. drawings, deed, comment sheet V �
*MHC documents (Cam & Amanda)
Wilmington: Original hard -copy
ONLY USACE & DWR (wiro): Split Sheet Fee Chart (No recommendations)
USACE Wilmington: _-L)z-�aTf-(Pender & Carteret Co): PN, CL, Reports, Split Sheet
use both �[e-mail] (NH/BR)- PN, CL, Reports, Split Sheet
r�.Wiimi'[e-mail]
Currey (NH/BR: PN, CL, Reports, Split Sheet
Div of Water Resources: „Kolley Snider - 401 (BRINH)! PN, CL, Reports, Split Sheet
-Holley Snider - 401 (PNION -- Surf City): PN, CL, Reports, Split Sheet
Div of Water Resources: „b��ieri Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet
�roline Baker: PN, CL, Reports, SplitSheet
./Stephanie Goss
�Vichael Meilinger (training with Holley — send all until further notice)
Barbara Dunn, [e-mail]
Marine Fisheries:
i Harding
DCM PlannerlWiRO:
VMike Christenbury
Cultural Resources:
VRenee Gledhill -Earley Environmental.Review(cDncdenr.gov�
Natural Heritage Prog.
�latural.Heritage(a)email (new)
DCA-Rural Eco. Dev:
V-ee Padrick _ (lpadrick(a)commerce.nc.gov)
NC DOT:
�'David Harris _
Wildlife Resources:
VMaria Dunn w/Reports
State Property Office:
T)im Walton: DEED
�.IVlike Moser _
Wanda Hilliard, Real Property Agent (Bio Reports only)
Shellfish Sanitation:
emy Humphrey (Bio) /Shan^^n re„Urns 6RO
Andrew Haines
_
DEMLR:
Christine Hall - Stormwater Section
_
man Sams - Land Quality Section
Public Water Supply:
V1 eidi Cox
City of Wilmington:
ursten =
/Kathryn-T
' j ,, V�_—
V
Enforcement:
V Field Rep: �
Co. LPO
V
Agent:
DISTRIBUTED:

RECEIVED
N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM AUG 2 9 2023
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
NC DOT
(Top portion to be ompleted by owner or their agent) DISTRICT 3
Name of Property Owner:
gr-e,+ Hai Y-1 0�, �) �A Ffc-"
Address of Property:
Qatj _Pow&- Lzu-Z. S W
Puru.1 -1:0 7,a,00 3o
Mailing Address of Owner: —1 a -I H 1� I r 1� L Dr �l"ti��' Ih� h i �ZC Y0-5
Owner's email: 6qkm
ner's Phone#: 72�
Agent's Name: Agent Phone#:�i, U 2 S< v
Agent's Email:
ez
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adiacent Property Owner)1i S. O 1 �azJ
hereby certify that I own property adjacent to the above referenced property. The individual ftlyingtor this
permit has described to me, as shown on the attached drawing, the development they are propo ng�_
description or drawing, with dimensions, must be provided with this letter.
kI DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
-O R-
I do not wish to waive the 15' setback requirement (initial the blank) AkP
}Signature of Adjacent Riparian Property Owner: &k"Mov Fva, 0 �1_r M i,✓ T GN`;�S
Typed/Printed name of ARPO: 1 l !
Mailing Address of ARPO: �J I df eAtn( V— 'Df, �LA)% IQ I V"1 �'1� Iv C,
ncda��ty zIBKU.3
ARPO's email: l0V, Ws 5 j ARPO's Phone#: 0-3q3 r ill
ate: d •waiver Is valid for up to one year from ARPO's Signature"' RECEIVED
Revised July 2021
SEP 01 _'L'23
P.CM WILMINGTON, NC
Scanned with CamScanner

NCDOT Comments associated with this adjacent property owner form are as follows:
No objections to project.
Please notify NCDOT at project origin and project completion, email to akhammerspncdot.Rov.
Follow MUTCD procedures for traffic signing (trucks entering, etc ... ) and maintain no tracking of
sediment onto the pavement of Stone Chimney Rd.
Any damage to Stone Chimney Rd will need to be repaired to NCDOT Standards.
/j3 WIA* I N Ir tqCfW.-
bvt4j'T t�
NtAod- p 1 v 3 h 1!7-3
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4D
NORTH CAROLINA
Environmental Quality
September 12, 2023
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Brett Halna Du Fretay
ROY COOPER
Governor
ELIZABTH BISER
secretary
BRAXTON DAVIS
Director, Division of Coastal Management
Hello: Please publish the attached Notice in the Friday, September 15, 2023 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit 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.
Sincerely,
Tanya K. Pietila
Permitting Support & Customer Assistance
cc: MHC Files
Cameron Luck — MHC
USACE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following applications were submitted for a development permit in Areas of Environmental
Concern as designated under the CAMA: On September 11, 2023, Brett Halna Du Fretay proposed to install a
gazebo and open platform on an upland island, construct two separate docking facilities for a total of four (4)
slips and a kayak launch at Parcel #20000030, Oak Point Ln., adj. to Pamlico Creek in Supply, Brunswick
County. Copies of these applications can be examined or copied at the office of Brendan Brock N.C. Dept. of
Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, (910)
796-7226 during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to October 6, 2023 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.

111111111111 Jill 111111111111 II III BOOK:42 57 PAGE:45 1z o0:29
Page 1 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
Brenda M. Cleminons. Brunswick County. NC Register of Deeds
10/07/201912:00:29.000 NC REVENUE STAMP: $770.00
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $770.00
Parcel Identifier No. 20000030
Property Address: 250 Oak Point Lane SW, Lockwoods Folly_ NC 28462 This instrumenr prepared by Colby & Mincey,
Prepared By: Colby & Mincey, PLLC PLLC, a licensed North Carolina attorney.
Return to: 1001 Military Cutoff Rd., Suite 204 Delinquent taxes, if any, to be paid by the
closing attorney to the county tax collector
Wilmington, NC 28405 anon disbursement of closing nroceeds.
Brief Description for the Index: TR 1 & 2, 52.37 AC
THIS DEED made this 18th day of October 2019, by and between
GRANTOR
Pamlico Creek LLC, a North Carolina Limited
Liability Company
Mailing Address: PO Box 2958
Burlington, NC 27216
GRANTEE
Brett Halna du Fretay, married
Mailing Address: 1808 Starfix Terrace
Wilmington, NC 28405
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as requited by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in Brunswick County, North Carolina and more particularly described as follows:
See attached Exhibit "A"
[PARCEL ID: 20000030]
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2215 page 1224.
A map showing the above described property is recorded in Plat Book 33 page 83.
"Submitted electronically by Colby & Mincey, PLLC in compliance with North Carolina statutes governing
recordable documents and the terms of the submitter agreement with the Brunswick County Register of Deeds."

1111111111111111 IIII III BOOK:4257 PAGE:46 120029
Page 2 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging
to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever, other than the following exceptions:
Subject to ad valorem taxes; all applicable zoning and land use ordinances, statutes and regulations; and
to the provisions of all applicable restrictive covenants and utility easements of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Pamlico Creek LLC
By:
By:
Title:
SEAL -STAMP
SEAL -STAMP
�d
(SEAL)
This property is is not V my primary residence
(SEAL)
This property is _ is not my primary residence
(SEAL)
� (SEAL)
County State of
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: SEE ATTACHED
Dated:
My commission expires: Printed Name: , Notary Public
County State of
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated:
Dated:
My commission expires: Printed Name: , Notary Public
The foregoing Certificate(s) of is/are certified
to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page
shown on the first page hereof.
M
Register of Deeds for
Deputy/Assistant — Register of Deeds
County

111111 I111111111 1111 1111111111111IIII111111111 1111111
BOOK:42 57 PAGE:47 1L 0� z;
.000
Page 3 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
STATE OF NC
COUNTY OF NEW HANOVER
I, R. Erin Setzer, a Notary Public for Pender County, North Carolina, do hereby certify that E. Lawson Brown,
Jr., Attorney -in -Fact for Tapley O. Johnson, III, Member/Manager of Pamlico Creek, LLC personally appeared
before me this day, and being by me duly sworn, says that he executed the foregoing and annexed instrument
for and on behalf of Tapley O. Johnson, III, Member/Manager, and that his authority to execute and
acknowledge said instrument is contained in an instrument duly executed, acknowledged, and recorded in the
Office of the Abamance County, North Carolina, Register of Deeds at Book 3817, Page 140, on the 8th dap of
October, 2018, and that this instrument was executed under and by virtue of the authority given by said
instrument granting him power of attorney; that the said E. Lawson Brown, Jr. acknowledged the due execution
of the foregoing, and annexed instrument for the purposes therein expressed for and on behalf of the said
Tapley O. Johnson, III, Member/Manager.
Print Names:Public

11111 II1111111111111 IIIIIIIIIIII 11 1111111
BOOK:42 5 7 PAG E:48 1L 0� 29
.000
Page 4 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
Trad 1:
Exhibit A'
DESCRIPTION FOR THE CALVIN A. MELY.OTT' AND NORA C. MELLOTT
PROPERTY, MADE FROM DEED BOOK 1936, PAGE 83, BRUNSWICK COUNTY
REGISTRY, LOCKWOOD FOLLY TOWNSHIP, BRUNSWICK COUNTY, NORTH
CAROLhNA-
COMMENCING AT AN EXISTING PK NAIL IN THE CENMRLDM OF SR. 1115,
(STONE CHIMNEY ROAD S:W.� AT THE CENTER OF PAMLICO CREEK,
,THENCE S 00'10'SIM,1,127.42 FEET TO AN EXISTING IRON PIPE IN THE
EASTERN RIGHT-OF-WAY OF S.R 1115, THE NORTHWESTERN CORNER OF
THE BEVERLY B_ MARLOWE PROPERTY, TEE POINT OF BEsGINNING.THENCE
WITH SAID EASTERN RIGHT-OF-WAY, THREE COURSES:
(1) N 07'39'18" E, 738.89 FEET TO AN EXISTING REBAR:
(2) A CURVE HAVING A LENGTH OF 346.41 FEET, A RADIUS OF
705.00 FEET, AN INCLUDED ANGLE. OF 28'09' 14", A. CHORD BEARING OF N
06'25'18" W, AND A CHORD DISTANCE OF 342.94 FEET TO AN EXISTING
REBARR
(3) A CURVE HAVING A LENGTH OF 87.59 FEET, A RADIUS OF 705.00
FEET, AN INCLUDED ANGLE OF 07-07.06", A CHORD BEARING OF N 24-03.27"
W, 87.53 FEET TO A POINT IN THE CENTER OF PAMLICO CREEK THENCE
WITH THE RUN OF PAM1' ICO C JMY. EIGHTY FIVE COURSES:
(1) N 43'04'33" E, 38.58 FEET TO A POINT,
(2) N 26'12'36" E, 46.51 FEET TO A POINT,
(3) N 33'05'06" E,113.88 FEET TO A POINT,
(4) S 66'51'46" E, 53.91 FEET TO A POINT,
(5) N 89'13'27" P,15.64 FEET TO A POINT,
(6) N 45'55'27" E, 38.09 FEET TO A POINT, ;
(7) N 04'35'02" W, 30.65 FEET TO A POINTT
(8) N 19'49'45" W, 21.47 FEET TO A POINT,
(9) N 05'27'28" E, 23.73 FEET TO A POINT,
{10) N 79'41'36" E, 33.37 FEET TO A POINT,
(11) N 60'48'49" E, 31.19 FEET TO A POINT,
(12) N 72'38'00" IF,1936 FEET TO A POINT,
(13) S 73'58'34" E, 22.01 FEET TO A POINT,
()4) S 15'39'02" W. 20:12 FEET TO A POINT,
(15) S 40'49'0T' W, 4836 FEET TO A POINT,
(16) S 08'33'01" E,18.97 FEET TO•A POINT,
(17) S 58 '08'41" E, 77.95 FEET TO A POINT,
.(18) S 50'25'14" E. 63.45 FEET TO APOINT,
(19) S 57'23'39" W, 60.89 FELT TO A POINT,
(20) S 41'04'16" W, 32.77 FEET TO A POINT,
(1)

11111111111 Jill 11111111111111 BOOK:42 57 PAGE:49 1z 0� z9
Page 5 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
(21) S 33'28'56" E, 15.66 FEET TO A POINT,
(22) S 7347'50" E, 12490 FEET TO A POINT,
(23).S 60'00'08" E, 61.07 FEET TO A POINT,
(24) S 38'25'00" E, 20.52 FEET TO A POINT,
(25) S 70'21'27" E,17.54 FEET TO A POINT,
(26) N 82'0I'37" E, 55.50 FEET TO A POINT,
(27) S 76'5111"E, 38.96 FEET TO A POINT,
(28) S 29'44'05" IS, 29.53 FEET TO A POINT,
(29) S 16'54'25" W, 52.60 FEET TO A POINT,
(30) S 23'10'23" E, 42.05 FEET TO A POINT,
(31) S 50-47.30" E, 26.11 FEET' TO A POINT,
(32) S 83'51'40" E, 30.25 FEET TO A POINT,
(33) S 41'47'42" E, 65.32 FEET TO A POINT,
(34) S 87-31.00" E, 24.59 FEET TO A POINT,
(35) N 43'09'00" E, 80.87 FEET TO A POINT,
(36) N 15-08.57" E. 23.64 FEET TO A POINT,
(37) N 01 *45' 16" W, 43.78 FEET TO A POINT,
(38) N 22'18' 11" W, 99.26 FEET TO A POINT,
(39).N 31'50'00" W, 44.51 FEET TO AT, ,POIN
(40) N 33'24'55" E, 32.57 FEET TO A POINT,
(41) S 67'05'40" E, 44.43 FEET TO A POINT,
(42) S 32'30'01"E, 63.82 FEET TO APOINT,
(43) S 69'00125" E, 24.46 FEET TO A POINT,
(44) N 49'29'12" E, 23.19 FEET TO A POINT,
(45) N 00'26'40" W, 41.29 FEET TO A POINT,
(46) N 37'46' 13" W, 37.35 FEET TO A POINT,
(47) N 19*5r59" W, 50.88 FEET TO A POINT,
(48) N 19'18'01" E, 51.63 FEET TO A POINT,
(49) N 5742'53" E, 67.87 FEET TO A POINT,
(50) N 87'06'47" E, 44.92 FEET TO A POINT,
(51) S 32'27'41" E, 57.24 FEET TO A POINT,
(52) S 39' 13'48" E, 52.61 FEET TO A POINT,
(53) S 68'57'68" E, 57.71 FEET TO APOINT,
(54) N 83-59.31" E, 61.95 FEET TO A POINT,
(55) S 80'27' 14" E, 60.10 FEET TO A POINT,
(56) N 31'01'34" E, 22.33 FEET TO A POINT,
(57) N 14'26'25" E, 65.14 FEET TO A POINT,
(58) N 30'12'36" E, 28.10 FEET TO APOINT,
(59) S 83'05'25" E, 31.08 FEET TO A POINT;
(60) S 23'21'08" E, 83.04 FEET TOA POINT,
(61) S 11'24'05" W, 24.65 FEET TO A POINT,
(62) S 35'07145" E, 34.96 FEET TO A POINT,
(63) S 84'21'09" E, 39.82 FEET TO A POINT,
(64) N 59'49'41" E, 71.64 FEET TO A POINT,
(2)

111111111111 Jill 111111111111 II III BOOK:42 57 PAGE:50 1z 0� z9
Page 6 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
(65) N 32'34'29" E, 67.20 FEET -TO A POINT,
(66) S 45'25'58" E, 27.96 FEET TO A POINT,
(67) S 09'35'58" E, 52.93 BEET TO A POINT,
(68) S 21'56'24" W, 36.28 FEET TO A POINT,
(69) S 44'01'32" W, 28.84 FEET TO A POINT,
(70) S 20'32' 11" E, 36.18 FEET TO A POINT,
(71) S 81'15'15" E, 35.82 FEET TO A POINT,
(72) N 58*54'10" E, 39.39 FEET TO A POINT,
(73) N 39'42'.01" E, 43.50 FRET TO A POINT,
(74) N 01-48'02" W, 57.77 FEET TO A POINT,
(75) N 11'4'I'29" W, 55.46 FEET TO A POINT,
(16) N 17'10'03" E, 26.58 FEET TO A POINT,
(77) S 87'08'38" E, 45.05 FEET TO A POINT,
(78) S 51'50'06" B, 38.40 FEET TO A POINT,
(79) S 39'30'39" B 33.25 FEET TO A POINT,
(80) N 84'25'06" E, 25.30 FEET TO A POINT,
(81) N 58-47.11" E, 75.59 FEET TO A POINT,
(82) N 85'17'16" E, 75.55 FEET TO A POINT,
(83) N 44-I3'45" E, 29.16 FEET TO A POINT,
(84)'N 06'25'47' E, 42.85 FEET TO A POINT,
(85) N 21'39'44" E, 89.02 FEET TO A POINT IN THE CENTER OF THE
f.00KWOOD FOLLY RIVER, T13ENCE %= TEW RUN OF SAID RIVER, FOUR
COURSES:
(1) S 35'05'20" E,163.05 FEET TO A POINT,
(2) S 35' 01' 10" E,161.98 FEET TO A POINT,
(3) S 48'07' 10" E, 9990 FEET TO A POINT,
(4) S 62'05'44" E, 25.50 FEET TO A POINT IN TEE WESTERN LINE OF
THE MIRIAM L SPEICHERPROPERTY, DEER BOOK 150, PAGE 193, THENCE
WITH SAID WESTERN LIMB; NINE COURSES:
(1) S 32'34'29" W, 317.24 FEET TO AN EXISTING REBAR,
(2). S 00'55'58" W, 311.15 FEET TO AN EXISTING REBAR,
(3) N 89-55.11" W, 70.81 FEET TO AN EXISTING REBAR,
(4) S 15'38'56" W, 60.39 FEET TO AN EXISTING REBAR,
(5) S 01-49'55" E, 43.83 FEET TO AN EXISTING REBAR,
(6) S 16'32'05" E, 30.24 FEET TO AN EXISTING REBAR,
(7) S 35'37'3V' E, 52.27 FEET TO AN EXISTING REBAR,
(8) S 15' 13'50" E, 33.09 FEET TO AN EXISTING REBAR IN THE
NORTHERN LINE OF THE BEVERLY B. MARLOWE AND WAYMON MARLOWE
PROPERTY, TEED BOOK 1261, PAGE 647, MAP CABINET 20, PAGE 375,
TEEWCE WITH SAID NORTHERN TINE AND THE NORTHERN LINE OF THE
BEVERLY B. MARLOWE PROPERTY, DEED BOOK 1618, PAGE 1186, MAP
CABINET R, PAGE 391, SEVEN COURSES:
(1) S 70'41'03" W, 209.93 FEET TO A 12"'OAK TM
(2) S 67'43'38" W, 341.22 FEET TO AN EXISTING REBAR,
(3)

111111 Jill I 1111111111111 Jill III BOOK:42 57 PAGE:51 1z 0� 29
Page 7 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
(3) S.70'30'38" W, 286.63 FEET TO AN EXISTING PMAR,
(4) N 87'33'22" W,139.17 FEET TO AN EXISTING IRON PIPE,
(5) S 79'33'53" W, 234.21 FEET TO AN EXISTING REBAR,
(6) S 79'58'38" W, 323.93 FEET TO AN EXISTING REBAR,
(7) N 83'25'52" W,196.79 FEET TO AN EXISTING IItON PIPE, THE
NORTBEASTERN CORNER OF TBE BEVERLY B. MARLOWE PROPERTY, DEED
BOOK 1618, PAGE 1189, THENCE WITS TBE NORTHERN Lm OF SAID
PROPEZTY, ONE COURSE-
(1) N 83-36.29" W, 295.19 FEET TO AN EXISTING IRON PIPE, THE POINT
OF BEGINNING, HAVING AN AREA OF 52.15 ACRES. ALL BEARINGS ARE
ORIENTED TO DEED BOOK 150, PAGE 193.
(4)

11111111 Jill I 1 II 111111111111 II III BOOK:42 57 PAGE:52 1z 0� z9
Page 8 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
' rRA t, r 2
DESCRIPTION FOR A 9,596 SQUARE F00'P TR. a.CT,1b1AjjE FRAM DEED BOpg " _ . _
2133, PAGE 14% BRUNSWICK COUNTY REGISTRY, LOCKWOOD FOLLY
TOWNSHIP, BRUNSWTCK COUNTY, NORTH CAROLDTA.
Col Il'Z LACING AT AN WUSTINq PK NAM IN THE C NTERIDW OF S.R,1115,
(STONE CMdNEY ROAD S.-W-) AT THE CENTER OF PA14LIC0 CREEK,
THENCE S 46°06'51" E, 78.37 FEET TO AN EXISTING REBATE TN THE EP,STEW
RIGHT-OF-WAY OF S.R I I IS, THENCE WITH SAID EASTERN RjGaT-OF WAY,
TWO COURSES:
(1) A CURVE HAVING A LENGTH OF 346.41 FEET, A RADIUS OF
705.00 FEET, AN INCLUDED ANGLE OF 28°09' 12", A CHORD BEARING OF S
W25'18" E, AND A CHORD DISTANCE OF 342.94 FEET Tp AN EXISTING
REBAR:
(2) S 07°39'18" W, 738.89 FEET TO AN EXISTING IRON PIPE ,
THE NORTHWEST CORNER OF THE 13EVERLY B. MARLOWE PROPERT
DEED BOOK 1618, PAGE 11S9, THENCE VMH Y,
THE NORTHERNLINE T SAID
PROPERTY, ONE COURSE:
NORWEST 1HWEST CORNER OF THE BETVERLY B. MARLOWE ROPERTY, DEED
BOOR 1618, PAGE' 1186, MAP CABINET R, PAGE 391, TRACT ONE, THENCE
WrM'THE NORTHERNLINE OF SAID TRACT ONE -SEVEN COURSES;
(1) S 83°25'52" E,196.79.FEET'I'O ANEXISTING REBAR,
(2) N 79°58'38" E, 323.93 FEET TO AN MUSTWO REBAR,
(3) N 79033'53" E, 23421 FEET TO AN EXESTTNGIRON PIPE,
(4) S 87033122" E, 139.17 FEET TO AN E=TTNG REBAR,
. (5)' N 7063018" E, 286.63 FEET TO AN EXISTING 12E AI�
(6) N 67043'38" E, 341.22 FEET TO A 12"'OAK TREE,
(7) N 70041'03" E, 209.83 FEET TO AN =STING REB�R IN THE
NORTHERN LINE OF THE $EVF tLY B. MARLOWE AND WAYMONMARLOW
PROPERTY, DEED BOOK 1261, PAGE 647, MAP BOOK 20, PAGE'375, THE
SOUTHWESTERN CORNER OF THE SPEICHER TRACT "i4', DEED BOOK 1936,
PAGE 93, THE.POTNT Op7BI;GINNiNG THENCE WITH T �VESTERNLIl�iE OF
SAM-TRACT "A", SIX COURSES:
(1) N 15013'50". W, 33.09 FEET TO AN =STINGREBAR,
(2) N 35037'30" W, 52.27 FEET TO AN =STIrTr MAR,
(3) N 16032'05" W, 30-24 FEET•,TO AN>DOSTiNd REBAR,
(4) N 01°49'55" W, 43.83 FEET TO AN EXISTjNr REEAR,
(5) N 15039,561, E, 60.39 FEET TO AN EXISTING RABAR,
(6) S 89"55'11" E, 30.00 FEET TO A NEW REBAR, THENCE A NEW
I TI+TE, ONE COURSE:
(1) S 09008'02" E,199.48 FEET TO ANEW REBAR IN THE NORTHERN
TIM OF THE BEVERLY B. MARLOWE AND WAYMON-MARLOTM -
PROPiATY, DEED BOOK 1261, PAGE 647, MAP BOOK 20, PAGE 375, THENCE
WITH SAID NORTHERN LINE, ONE COURSE:

111111 Hill 11111 1111 111111111lill I IIIIII
BOOK:42 5 7 PAG E:5 3 iz 0� 29 E
.000
Page 9 of 9
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
0
(1) S 73948' 55" W, 30.00 FEET TO AN EXISTING REBAR, 'lam POD OF
BEGINNWCT, I�A`VING AN AREA OF 9,596 SQUAAE FRET. ALL BEARINGS ARE
ORIENTE
D
TO DEED BOOK 150, PAGE]1193.
i:
(6)
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8/28/23, 11:11 AM
USPS.com® - USPS Tracking® Results
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8/10/23, 1:25 PM
Coastal Permit Guy LLC Mail - Oak Point Lane SW Halna Du Fretay Private Docking Facilities 1 OAUG2023
Gmail
Oak Point Lane SW Halna Du Fretay Private Docking Facilities 10AUG2023
1 message
Ben Brink <[e-mail]>
To: 401 [e-mail]
See attachments for a proposed project at Oak Point Lane SW. Thank you!
Ben
Coastal Permit Guy, LLC
[phone]
Helping you get your work done!
COASTAL
P E R M I TGUY
6 attachments
Top View Page 2 of 4.pdf
188K
7636-PAMLICO CREEK - CASTLEBRANCH 10-12-201 FINAL.pdf
2277K
Cross Section Page 4 of 4.pdf
45K
Plat Map Page 1 of 4.pdf
251 K
Top View Supplement Page 3 of 4.pdf
757K
Oak Point Lane SW_DCM Site Visit Request.pdf
2047K
Ben Brink <[e-mail]>
Thu, Aug 10, 2023 at 1:24 PM
https://mail.google.com/mail/u/1 /?ik=80d48a8Od2&view=pt&search=all&permthid=thread-a:r-5094653397751004384&simpl=msg-a:r-5093000914534... 1 /1

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Martin Private Docking Facilities
Oak Point Lane SW (Supply) Brunswick County
Parcel ID 20000030
Location Map
48 min M8 miles)
via Hwy 17 S/Ocean Hwy E
Fastest route now due to traffic conditions
127 Cardinal Dr Exn
Wilmington, NC 28405
> Fallow N Cardinal Dr/Cardinal Dr Exn to Market St
1 min (0.4 mi)
> Take US-74 W/Martin Luther King Jr Pkwy and
Hwy 17 S to Stone Chimney Rd SE in Brunswick
County
38 min (32.7 mi)
> Follow Stone Chimney Rd SE to Oak Point Ln SW
8 min (4.6 mi)
Oak Point Ln SW
North Carolina 28462

PARCEL 20000026 *NOT A SURVEY
Lonzie r NHW/ 30' Buffer Flagged
PARCEL 20000029 ti r 4 8/2/2023 Verified by DCM �T
Depths N* W
Halna Du Fretay Lockwoo 8L
Folly River ,7/24/2023 @
1 V
2
8:19am (*Adjusted -0.86 )
Depths NHW 8/2/2023 via
Deeper Sonar
@ 12:11pm
P L ckwo s
amli eek o Rive
e
F - J
• r
(3) Mooring Pilings idth
} -1a
1 1' Waterbody
8' x 40' Floating Dock �, 2 Width: Approx.
_ Waterbody dth. 16' x 16' Boat Lift 114'
r Approx. 28 1 /4 Width Landward Pilings 3.5' from
B Tx 20' Fixed Kayak Step edge of CW -2.0'
5' x 108' Down Bottom of Deck 2' Gazebo 20' x 20' Dripline 16' �16' Boat Lift
` " Above Creek Substrate an 'and Pilings -5.0'
30' Buffers—> '_ C
NHW/Joint
• Gazebo (20' x 20' Dripline) Outside of 30' Buffer 6' x 389'
with Drip Through Sun Deck in buffer (20' x 10')
F,1404•. Approx. 183 sq. ft. within 30' Buffer
NHW/Joint
• A 5' x 147' Marsh
�N #
N NHW/CW
Join Upland U 260/250/259
k r . Oak Point Ln..
SW
—Z Speicher
r 7t' 1• M4 _.
' + . PARCEL 20000030 _ T
.• ,° •Hama Du Fretay `
Pk
+ V i
r
Approx. P7 i
TF
- - i
.� k

Proposed Structures:
Piers (3) (A 5'x 147', B 5'x 108', C 6'x 389')
Gazebo (20' x 20' Dripline Dimensions) w/
Uncovered Sundeck (20' x 10')
Fixed Kayak Step -Down (7' x 20')
Gazebo (20' x 20' Dripline)
Floating Dock (8' x 40')
Boat Lifts (2) (16' x 16' Piling Offset)
Mooring Pilings (3)
Page 3 of 5
Top View Supplement (Proposed Structures)
Oak Point Lane SW (Brunswick)
Martin Docking Facility (Applicant: Brett Halna Du Fretay
Approx. Scale 1:200 (Updated Aerial Photo 8/2/2023)
September 6, 2023 (Revised)

Joint Wet
A
Spanning over
5' x 147'
marsh (no open
Walkway to
water)
Marsh
upland island
Marsh
(3)
Mooring 1/4 Width
Pilings --.� # 1
8' x 40'
Floating
Dock
1/4 Width
Edge of CW _,,
��Pamlico Creek
Tx 20' Fixed
Kayak Step
Down Decking
2'Above Creek
B Substrate
5' x 108'
Walkway to
Pamlico Creek
Joint Wet
—183 sq. ft.
within 30' 20' x 10'
buffer Sandeck Drip
U land
p
g
20' x 20' Gazebo Through
(Dripline Upland
Dimensions)
Page 4 of 5
Top View Zoom (Proposed Structures)
Oak Point Lane SW (Brunswick)
Martin Docking Facility (Applicant: Brett
Halna Du Fretay
Scale 1:50
September 6, 2023 (Revised)
Marsh
Upland
(2) 16' x 16'
Boat Lifts
Joint Wet/NIIW
20' x 20'
Gazebo
(Dripline)
#2 Lockwoods
Folly River
• #3
k#4gc Edof
CW
C
6' x 389'
Walkway to
Lockwoods
Folly River