20010088 Ver 2_CAMA Application_20230927

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: Edenton Real Estate Holdings, LLC
2. LOCATION OF PROJECT SITE: 142 & 142C Midway Drive Edenton, NC 27932
Longitude:-76.56558 Latitude: 36.01068
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
9/1/2023
check exisitng conditions
No
2/10/2023
Meet to discuss project with Ken and Jimmy
Yes
5. PROCESSING PROCEDURE -
Application Received
Application Complete
Regional Office
9/9/2023
9/20/2023
1 DCM - Elizabeth City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Chowan County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Shoreline, Public Trust Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: Central & Municipal
Planned: N/A
(F) Type of Structures:
Existing: Boat basin(slip), Boat slips, Boathouse, Finger pier, Other(wetslip), Pier
or dock, Breakwater, Riprap, Highway/street, Non-resident. bldg./mix use, Parking lot
Planned: Breakwater, Riprap(below MHW/NHW), High ground disturbance
(G) Estimated Annual Rate of Erosion: 1 ft per year
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED (ft)
OTHER (ft)
A Open Water
CW's above NHW
C CW's below NHW
Shallow Bottom
670
High Ground
1535
510
Non -Coastal WL
(E) Total Area Disturbed: 2715 ff
(F) Primary Nursery Area: No
(G) Water Classification: SB: Primary Contact Recreation, Tidal Salt Water
Open to Shellfishing: No
Field Investigation Report: Edenton Real Estate Holdings, LLC
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
The applicant proposes to cover existing slats on 114 feet of the existing steel breakwater and
place 16 foot by 105 foot of riprap along the shoreline of the existing boat basin with backfill.
9. NARRATIVE DESCRIPTION:
The site of the proposed for development is located at 142 & 142C Midway Drive in Chowan
County. The properties to the east and west are commercial properties one contains a boat
ramp and parking area and the other is a vacant lot.
Vegetation on the site includes, but is not limited to, indigenous yard grass, and Loblolly pine
(Pious taeda). Soil Types include Dogue fine sandy loam (DgA). The property has an
elevation of approximately 4 feet above normal water level (NWL) 70 feet from the shoreline.
Currently there is an commercial building onsite along with a boat basin created by groins and
breakwaters, docking with finger piers creating 8 slips, a boathouse, driveway and gravel
parking area, as well as riprap along the edge of the grasses upland area.
The water classification for this area is Primary Contact Recreation, Tidal Salt Water (SB), and
is closed to shellfishing. The water depths within the project area range from 1 foot to 1.5 feet
and average 1.3 feet. When the site visit was conducted there was no Submerged Aquatic
Vegetation present in the proposed project area.
The permit history at this location consists of Major Permit 44-01 issued April 16, 2001 to
Waff Contracting that authorized the breakwater and dredging to create the existing basin
along with bulkheading, that was never constructed, the docks and finger piers, boat ramp, and
travel lift. This permit was transferred in December of that same year to J. Scott Harrell, Jr..
Again, in October of 2011 to GSM Properties, LLC then to Edenton Real Estate Holdings,
LLC in December of 2017. A maintenance clause was added to the permit in 2014.
10. PROJECT DESCRIPTION:
The applicant proposes to modify 114 feet of the existing 176 foot breakwater located on the
western side of the existing boat basin by covering the cut slits to help prevent the movement
of sand across the breakwater into the basin. The applicant proposes to cover these slats by
excavating a 102 foot long trench along the outside of the western breakwater to about 3 feet
and will then cover the slats with a steal plate using a bolt or welding. The applicant also
proposes to place 105 foot for riprap 16 foot wide along the shoreline at the northwestern end
of the existing boat basin with backfill to level out the upland area behind the riprap. The
riprap will average 6.85 feet waterward of Normal Water Level with a maximum of 10.25 feet
waterward using granite.
11. ANTICIPATED IMPACTS:
The proposed development will result in:
- the filling of 1,535 square feet and disturbance of 510 square feet of Estuarine Shorelines and
Public Trust Shoreline Area of Environmental concern
- the filling of 670 square feet of Estuarine Waters and Public Trust Area
Field Investigation Report: Edenton Real Estate Holdings, LLC
DCM Major Permit
Page 12

Temporary turbidity will possibly occur during construction.
Name: Cynthia Rountree
Date: 09-25-2023
Office: DCM - Elizabeth City Regional Office
Field Investigation Report: Edenton Real Estate Holdings, LLC
DCM Major Permit
Page

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1130
DCM Major Permit
09-09-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business
Mobile
Phone
Phone
Business/Company
Edenton Real
Edenton Real
[e-mail]
910-285-1005
n/a
Estate Holdings,
Estate
LLC
Holdings, LLC
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
5752 US Hwy 117
Wallace
NC
28466
PO Box 160
Wallace
NC
28466
South
Registered Agent Information
Agent Type
I Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Elliott Consulting
Elliott Consulting
[e-mail]
252-339-9021
252-339-9021
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
202 Elliott Road
Aydlett
NC
27916
PO Box 112
Aydlett
NC
27916
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Albemarle Boats Breakwater & Shoreline
Project
Commercial
1135 Sq. Ft. / 0.03 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: CAMA Major Permit #44-01 issued 2001 to Waff Contracting,
transferred to GSM Properties, Inc., then Transferred to Edenton Real Estate Holdings, LLC, last renewal on 3-7-2022, CAMA
Minor Development Permit #05-22 issued to Edenton Real Estate Holding
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
142 & 142C Midway Drive
Edenton, NC 27932
Chowan
Pasquotank
Fourth / Cape
Colony
781300919800,
781300916844
36.01068
-76.56558
Project Discharges to State Waters
Discharge Type
Surface Sanitary
Runoff Wastewater
Industry/Commercial
I Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
142C (aka 140) Midway Drive - Albemarle Boats industrial sport fishing & recreational boat manufacturing facility (108,818 sq.ft.)
includes gravel parking lot, gravel driveway, and 500-ft L x
12-ft W rip rap revetment.
142 (aka 144) Midway Drive has 6,686 sq.ft. combination boat shelter & garden apartment, 174' pier/breakwater, 190' breakwater,
75' pier, 74' concrete walkway, 580' L chain link fence.
Existine Land Uses:
142C Midway Dr. - sport fishing & recreational boat manufacturing facility
142 Midway Dr. - boat preparation, display, docking, & testing facility
Existing Wastewater Treatment/Disposal:
Edenton / Chowan Water & Wastewater Treatment Department

Solid Waste/Fish Offal/Trash Disposal:
Chowan County Solid Waste Dept.
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
Project is to stabilize the shoreline and water depth inside the Albemarle Boats boat basin, used for launching, testing, docking &
displaying new sport -fishing & recreational boats manufactured there.
Buildings/Facilities/Units/Structures:
105' long x 16' wide riprap & stone revetment with silt screen and backfill along shoreline inside boat basin, remainder of work is
repair & modification of 114' of existing steel breakwater.
Use & Daily Operations:
Launching, displaying, docking large manufactured boats in deep -water boat basin, testing of equipment & function on docked boats
Construction Methodology & Equipment:
Preparation - mini -excavator or hand tools to dig trench & fill in afterward; breakwater repair - hand tools & welding equipment;
revetment construction - rock brought in by dump truck & unloaded, tracked excavator or mini loader to put rock in place over silt -
screen, loader & tractor to install & smooth backfill behind rock.
Development Activities Narrative Specifics:
Cover existing slats in 114 linear feet of existing steel breakwater by welding or mechanical application of steel plates to the slats.
Construct 16-ft wide by 105-ft long rock & riprap revetment along north shoreline of existing boat basin. Long narrative attached.
Application Narrative:
Albemarle Boats Breakwater & Shoreline Project
Long narrative attached.
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
True 1
Source of Erosion Amount Information
Google Earth historical imagery
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Rip Rap/Revetment
Type of Stabilization Material
Describe "Other" Stabilization Material
Granite
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
105
16
6.85
10.25
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
670
Sand; Rock; Earth
Vulcan Materials for rip rap stone, offsite stockpile of concrete, sand & soil from
permitted sand p
How Will Fill Material be Kept on Site and Erosion Controlled
Stockpiled fill sand kept behind silt fence.
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: False

Excavation Development Activity Included: False
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: False

Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
Marina Development Activity Details Required

[e-mail]
From: [e-mail]
Sent: Monday, August 21, 2023 4:48 PM
To: '401 [e-mail]'
Cc: 'Cynthia Rountree'
Subject: CAMA Major Permit - Pre -Filing Meeting Request - Albemarle Boats, Edenton, NC
Attachments: Albemarle Boats Project Narrative 071723.pdf
To Whom It May Concern:
Edenton Real Estate Holdings, LLC, is applying to the NC Division of Coastal Management to modify an existing
breakwater at the Albemarle Boats manufacturing facility boat basin in Edenton, NC, for improved stability of the basin
and improved access by large boats inside the basin as it was originally designed. This application is a modification of
their existing CAMA Major Permit #44-01 and this email serves as a Pre -Filing Meeting Request. Please let me know if
you have any questions.
Attached is a copy of the Project Narrative submitted to CAMA.
Thank you,
Ken Elliott
Elliott Consulting, LLC
PO Box 112
Aydlett, NC 27916 USA
Phone: [phone]
Email: [e-mail]

Filed: 08/30/2017 03:01:13 PM
Lynn C. Gilliard, Register of Deeds
Chowan County, NC
Revenue Tax: $1,280.00
Land Transfer Tax: $6,400.00
Book
498 PAGE
�3I15(3)
410910 I�I�III
NORTH CAROLINA Delinquent taxes, if any, to be paid by the
CHOWAN COUNTY closing attorney to the county tax collector
Excise Tax (.2%): $1280.00 upon disbursement of closing proceeds.
Land Transfer Tax (1%): $6,400.00
Parcel #: 781300919800 & 782317025242
Prepared by: Windy H. Rose, Attorney at Law, . : Box 54, Columbia, NC 27925
Return to: Windy H. Rose, Attorney at Law, .O Box 54, Columbia, NC 27925
NORTH CAROLINA GENERAL WARRANTY DEED
144 Midway Drive 1.909 Ac. +/-
129 Midway Drive 12.77 Ac.
Sr, Au�ji J -
This DEED is made on this the ' day of July, 2017 by and between:
GRANTOR: GSM Properties, LLC, 8930 Hwy 39 South, Zebulon, NC
27597
GRANTEE: Edenton Real Estate Holdings, LLC, 5752 South US Highway
117, Wallace, NC 28466
The designation of 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 required by context.
WITNESSETH, that the Grantor, for 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 of that certain lot or parcel of land situated in the Fourth Township, Chowan
County, North Carolina described as follows:
TRACT ONE: 144 Midway Drive, Edenton, Chowan County, North Carolina 27932. Chowan
County Parcel #781300919800:
That certain tract or parcel of land containing 1.909 acres designated as "PARCEL ONE" according to
a plat of survey prepared by Josiah A. Webb, III, Registered Surveyor, dated May 22, 2000 and
recorded in Plat Cabinet 1, Slide 190A of the Office of Register of Deeds for Chowan County.
TOGETHER WITH a right-of-way and easement for ingress, egress, provision of utilities and all other
lawful purposes extending from the Western margin of the right-of-way of N.C. State Road 1119 to the
above described parcel, shown and designated as "Private R/W 30" on the inset on plat entitled
"EDENTON-CHOWAN DEVELOPMENT CORPORATION" prepared by Josiah A. Webb, III,
Registered Surveyor, dated March 22, 1999 and recorded in Plat Cabinet 1, Slide 180A of the Office of
Register of Deeds for Chowan County.
TOGETHER WITH a right-of-way and easement for ingress, egress, provision of utilities and other
services, and all other lawful purposes shown and designated as "Private R/W 50"' on the inset on plat
entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION" prepared by Josiah A. Webb,
III, Registered Surveyor, dated Marclt 22, 1999 and recorded in Plat Cabinet 1, Slide 180A of the
Office of Register of Deeds for Chowan County.

Book 498
Page 316
SUBJECT TO that certain 20 foot wide sewer easement as shown on plat recorded in Plat Cabinet 1,
Slide 121-E of the Office of Register of Deeds for Chowan County, the center line of which is shown
on plat entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION' prepared by Josiah A.
Webb, III, Registered Surveyor, dated March 22, 1999 and recorded in Plat Cabinet 1, Slide 180A of
the Office of Register of Deeds for Chowan County.
SUBJECT TO a general easement and right-of-way for purposes of ingress, egress, regress, provision
of utilities and all other lawful purposes, across the existing 50 foot and 30 foot roadways on the above
described 'PARCEL ONE" which extend in a generally southwesterly direction to 'PARCEL TWO"
as shown on the plat recorded in Plat Cabinet 1, Slide 190A of the Chowan County Registry. Said
general easement and right-of-way across the above -described and herein conveyed 'PARCEL ONE"
shall at all times be of sufficient maintained width to provide access by the largest of industrial -type
highway licensed vehicles and by any off highway -type industrial vehicles utilized on 'PARCEL
TWO".
TRACT TWO: 129 Midway Drive, Edenton, Chowan County. North Carolina 27932, Chowan
County Parcel #782317025242:
That certain tract or parcel of land lying and being in Fourth Township, Chowan County, North
Carolina, situated on the East side of Midway Drive and being Parcel One, 12.756 acres, on that
certain plat of survey prepared by Josiah A. Webb, III, R.L.S., dated 9/2/99, and being more
particularly described thereon as follows, to -wit:
BEGINNING at an iron pin marking the intersection of the Northern right-of-way line of Country Club
Drive with the Eastern right-of-way line of Midway Drive, and running from said beginning point thus
established and along the Eastern right-of-way line of Midway Drive, North 06 deg. 13 min. 19 sec.
East 730.53 feet to an existing iron pin; thence on a common line with the land of Timmco, Inc. as
described on Plat of record in Plat Cabinet 1, Slide 173-13, South 83 deg. 46 min. 41 sec. East 1200.17
feet to an existing iron pin; thence along the Western line of the right-of-way line of Athol Lane, South
03 deg. 46 min. 17 sec. West 60.00 feet to a set iron pin; thence on a common line with the A. C.
James land, described as Parcel Two, North 83 deg. 46 min. 41 sec. West 415.37 feet to a set iron pin;
thence on another common line with the James land, South 03 deg. 43 min. 52 sec. West 425.30 feet to
a set iron pin; thence running North 66 deg. 52 min. 52 sec. West 180.79 feet to an existing iron pin;
thence running South 06 deg. 16 min. 16 sec. West 280.00 feet to an iron pipe found in the Northern
right-of-way line of Country Club Drive; thence along said right-of-way line, North 85 deg. 25 min. 44
sec. West 632.89 feet to the point and place of beginning.
All or a portion of the property herein conveyed does not include the primary residence of a
grantor.
Title to the property hereinabove described was acquired by the Grantor by instrument recorded
in Book 428, Page 572, Chowan County Registry.
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.
Grantor covenants to and with 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, subject to the exceptions hereinafter stated:
1. Ad valorem taxes for the year 2017 and subsequent years.
2. Easements of record.
3. Any local, county, state, or federal laws, ordinances. or regulations
relating to zoning, environment, subdivision, occupancy, use,
construction, or development of the subject property.
4. Restrictive covenants and the amendments thereto, if any, of record
in the aforesaid Public Registry.

Book 498
Page 317
IN WITNESS WHEREOF the said Grantor has hereunto set its hand and seal on the day and
the year first above written.
GSM Properties. LLC
(SEAL)
G. Scott MA56ughlin
Member -Manager
STATE OF NORTH CAROLINA,
COUNTY OF TYRRELL
I, SEAS a r+ /q ins t� a Notary Public of the County and State aforesaid, do
hereby certify that G. Scott McLaughlin, member/manager of GSM Properties, LLC, a limited liability
company, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument on behalf of the company.
St '+4ywTi
Witness my hand and official stamp or seal this I day of;*12017.
My commission expires: (.f %(Q
(SE
NOT
PUBA cY
A1C11111110%0l����``�
4'tw'Ell
Notary Public

Filed. 08130/2017 0101:14 PM
Lynn C. Gilliard, Register of Deeds
Chowan County, NC
Revenue Tax: $4,951.00
Land Transfer Tax: $24,753.00
Book
09w- 318 (a)
w
..i, 111111111110111111
NORTH C_AROLINA Delinquent taxes, if any, to be paid by the
CHOWAN COUNTY q R 5) • o a closing attorney to the county tax collector
Excise Tax (.2%): $4,9$1.00 upon disbursement of closing proceeds.
Land Transfer Tax (1%): $24,753.00
Parcel 11: 781300916844 & 781300911830
Prepared by: Windy H. Rose, Attorney at Law, P. x 54, Columbia, NC 27925
Return to: Windy H. Rose, Attorney at Law, P.O. ox 54, Columbia, NC 27925
NORTH CAROLINA GENERAL WARRANTY DEED
140 Midway Drive 7.63 Ac. +/-
Off Midway Drive 2.42 Ac. +/-
This DEED is made on this the i day of lulu. 2017 by and between:
GRANTOR: ALB Boats, Inc., formerly known as Albemarle Boats,
Inc., 8930 Hwy 39 South, Zebulon, NC 27597
GRANTEE: Edenton Real Estate Holdings, LLC, 5752 South US
Highway 117, Wallace, NC 28466
The designation of 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
required by context.
WITNESSETH, that the Grantor, for 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 of that certain lot or parcel of land situated in the
Fourth Township, Chowan County, North Carolina described as follows:
TRACT ONTE: 140 Midway Drive, Edenton, Chowan County, North Carolina 27932, Chowan
County Parcel 4781300916844:
All that certain 7.63 acre tract or parcel of land lying and being in Fourth Township, Chowan
County, North Carolina as delineated on that certain map or plat entitled "Albemarle Boats, Inc.,
Fourth Township, Chowan County, North Carolina", dated February 16, 2005 made by Josiah A.
Webb, III, P.L.S. No. L-2989 recorded in Plat Cabinet 2, Slide 191of the Chowan County
Public Registry, incorporated by reference herein. Same being a portion of Parcel Two, 10.046
acres as shown and delineated on that certain map or plat entitled "Edenton-Chowan
Development Corporation, Fourth Township, Chowan County, North Carolina", dated May 22,
2000 made by Josiah A. Webb, I1I, P.L.S. No. L-2989 recorded in Plat Cabinet 1, Slide 190A,
Chowan County Public Registry.
The 1.25 acre waterfront portion of said tract and parcel herein conveyed being SUBJECT TO
the terms, conditions and restrictions of that "Declaration of Covenants and Restrictions for
Conservation of Waterfront Property" declared by the Edenton-Chowan Development
Corporation in favor of the State of North Carolina and recorded in Book 266, Page 262 of the
Chowan County Registry, and being delineated as "Consen-ation Easement to the State of North

Book 498
Page 319
Carolina - 1.25 Acres Portion Of Total Tract on that certain plat recorded in Plat Cabinet 2, Slide
19H of the Chowan County Public Registry. Said 1.25 acre is a portion of the 2.179 acre
waterfront portion of Parcel Two delineated as "Conservation Easement to the State of North
Carolina - 2.179 acres portion of Parcel Two" on that certain plat of record in Plat Cabinet 1.
Slide 190A, Chowan County Public Registry.
The tract and parcel herein conveyed is also conveyed TOGETHER WITH and SUBJECT TO
that certain 20 foot wide sewer easement as shown on plat in Plat Cabinet 2, Slide 19H of the
Chowan County Public Registry and as further shown on the plat recorded in Plat Cabinet 1.
Slide 121 E of the Chowan County Public Registry. The center line of this sewer easement is
also shown on plat entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION"
prepared by Josiah A. Webb, III, R.L.S., dated March 22. 1999 and recorded in Plat Cabinet 1.
Slide 180A in the Office of the Register of Deeds for Chowan County.
TOGETHER WITH (BUT SUBJECT TO THE EXCEPTION HEREIN) a general easement and
right of way providing ingress, egress and regress to and from the 7.63 acre tract or parcel of
land herein conveyed and N.C. State Road 91119 (Midway Drive) across the existing roadways
on Parcel One 1.909 acres as shown on the plat in Plat Cabinet 1, Slide 190A of the Chowan
County Public Registry. Said general easement and right of way having been acquired by the
Edenton-Chowan Development Corporation in a Deed from Waff Contracting, Inc. recorded
September 7.2000 in Deed Book 266, Page 249 of the Chowan County Public Registry. Said
general easement and right of way across the Parcel One as shown on the plat in Plat Cabinet 1.
Slide 190A of the Chowan County Public Registry shall at all times be of sufficient maintained
width to provide access by the largest of industrial -type highway licensed vehicles and by any
off highway type industrial vehicles utilized on Parcel Two as shown on the plat of record in Plat
Cabinet 1, Slide 190A of which the 7.63 acre tract or parcel of land herein conveyed is a portion.
TOGETHER WITH (BUT SUBJECT TO THE EXCEPTION HEREIN) a right of way and
easement of ingress. egress, provision of utilities and all other lawful purposes extending from
the western margin of the right of way of N.C. State Road #1119 to Parcel One [Plat Cabinet 1,
Slide 190A of the Chowan County Public Registry] shown and designated as 'Private R/W 30"
on the inset on plat entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION"
prepared by Josiah A. Webb, III, R.L.S. dated March 22, 1999 and recorded in Plat Cabinet 1,
Slide 180A in Chowan County Public Registry.
TOGETHER WITH (BUT SUBJECT TO THE EXCEPTION HEREIN) a right of way and
easement for ingress, egress, provision of utilities and other services and all other lawful
purposes extending from the western margin of the right of way of N.C. State Road #1119 to
Parcel One [Plat Cabinet 1, Slide 190A of the Chowan County Public Registry] shown and
designated as 'Private R/W 50" on plat entitled "EDENTON-CHOWAN DEVELOPMENT
CORPORATION' prepared by Josiah A. Webb, III. R.L.S., dated March 22, 1999 and recorded
in Plat Cabinet 1, Slide 180A in the Chowan County Public Registry.
HOWEVER AND EXCEPTING, retained rights of Edenton-Chowan Development Corporation
to the described general easement and right of way providing ingress, egress, and regress across
existing roadways on Parcel One 1.909 acres as shown on the same plat above referenced, for the
specific purpose of administering and maintaining the terms and conditions of the above
described conservation easement on the 2.179 acre waterfront portion of Parcel Two as shown on
the plat of record in Plat Cabinet 1. Slide 190A of the Chowan County Public Registry which
expressly includes the 1.25 acres of said conservation easement on the 7.63 acre tract and parcel
herein conveyed.
TRACT TWO: Off Midway Drive, Edenton, Chowan County, North Carolina 27932, Chowan
County Parcel #781300911830:
All that certain tract or parcel of land lying and being in Fourth Township, Chowan County.
North Carolina and being an area comprising Parcel Two. 10.046 acres as shown and delineated
on that certain plat entitled "Edenton-Chowan Development Corporation, Fourth Township.
Chowan County, North Carolina". dated May 22. 2000 prepared by Josiah A. Webb, III, R.L.S.
No. L-2989 recorded in Plat Cabinet 1, Slide 190A, Chowan County Public Registry LESS AND
EXCEPT that certain 7.63 acre tract or parcel of land lying and being in Fourth Township,
Chowan County, North Carolina as delineated on that certain map or plat entitled "Albemarle

Book 498
Page 320
Boats, Inc.. Fourth Township, Chowan County, North Carolina", dated February 16, 2005
prepared by Josiah A. Webb, III. R.L.S. No. L-2989 recorded in Plat Cabinet 2, Slide 19H of the
Chowan County Public Registry (incorporated by reference herein) previously conveyed by
Edenton-Chowan Development Corporation to Albemarle Boats, Inc. by North Carolina General
Warranty Deed dated March 1. 2005 duly filed for record in the Chowan County Public Registry
The waterfront portion of said tract and parcel as described in and being SUBJECT TO the
terms, conditions and restrictions of that "Declaration of Covenants and Restrictions for
Conservation of Waterfront Property" declared by the Edenton-Chowan Development
Corporation in favor of the State of North Carolina and recorded in Book 266, Page 262 of the
Chowan County Registry, and being delineated as "Conservation Easement to the State of North
Carolina - 2.179 acres portion of Parcel Two" on that certain plat of record in Plat Cabinet 1.
Slide 190A, Chowan County Public Registry.
The tract and parcel herein conveyed is also conveyed SUBJECT TO that certain 20-foot wide
sewer easement as shown on plat in Plat Cabinet 2. Slide 19H of the Chowan County Public
Registry and as further shown on the plat recorded in Plat Cabinet 1, Slide 121E of the Chowan
County Public Registry. The center line of this sewer easement is also shown on plat entitled
"EDENTON-CHOWAN DEVELOPMENT CORPORATION" prepared by Josiah A. Webb, III,
R.L.S., dated March 22, 1999 and recorded in Plat Cabinet 1. Slide 180A in the Office of the
Register of Deeds for Chowan County.
HOWEVER AND EXCEPTING, retained rights of Edenton-Chowan Development Corporation
to the general easement and right of way providing ingress, egress and regress across existing
roadways on nearby Parcel One on the plat recorded in Plat Cabinet 1, Slide 190A, for the
specific purpose of administering and maintaining the terms and conditions of the
aforementioned "Declaration" as it restricts the Property herein described.
Title to the property hereinabove described was acquired by the Grantor by instrument
recorded in Book 334, Page 617 and Book 408, Page 588, Chowan County Registry.
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.
Grantor covenants to and with 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, subject to the exceptions hereinafter stated:
1. Ad valorem taxes for the year 2017 and subsequent years.
2. Easements of record.
3. Any local, county, state, or federal laws, ordinances. or
regulations relating to zoning, environment, subdivision,
occupancy, use, construction, or development of the subject
property.
4. Restrictive covenants and the amendments thereto, if any, of
record in the aforesaid Public Registry.

Book 498
Page 321
IN WITNESS WHEREOF the said Grantor has hereunto set its hand and seal on the
day and the year first above written.
ALB Boats, Inc.
BY: (SEAL)
G. Scott Mc ghlin, President
STATE OF NORTH CAROLINA,
COUNTY OF TYRRELL:
I, s s. n A A 5 a Notary Public of the County and State aforesaid,
do hereby certify that G. Scott McL utI ghlin personally appeared before me this day and
acknowledged that he is President of ALB Boats, Inc. a corporation, and that he, as President,
being authorized to do so, executed the foregoing instrument on behalf of the corporation.
st pma"s 1—
Witness my hand and official stamp or seal this I day of duly, 2017.
My commission expires: (c � 7L4) 17
(SEALk\�\-k4vrlii
N A /Hs`
PUBLIC
IC =
ifrflOW
Notary Public

CROSS SECTION DETAIL
BOAT BASIN BREAKWATER
ALBEMARLE BOATS
MIDWAY DRIVE, EDENTON, NC
PERQUIMANS COUNTY
EXISTING CORRUGATED STEEL BULKHEAD WITH CUT BREAKWATER SLOTS
UPLAND
A- NATURAL GROUND LEVEL LANDWARD OF REVETMENT
B - RIPRAP REVETMENT
C - SAND LEVEL OUTSIDE OF BASIN, WESTWARD OF BREAKWATER
D - NWL INSIDE OF BASIN, EASTWARD OF BREAKWATER
E - SAND LEVEL INSIDE OF BASIN, EASTWARD OF BREAKWATER
F - NWL OUTSIDE OF BASIN, WESTWARD OF BREAKWATER
G - TOP OF PIER WALKWAY
H - NORMALALBEMARLE SOUND WATER LEVEL
I - EXISTING BOTTOM OF SOUND
J - SAND COVERAGE OF BREAKWATER SLOTS OPEN TO INSIDE BASIN WAVE ACTION - 80 FT (NTS)
K - STEEPER SLOPE OF OUTSIDE SAND LEVEL TO NWL, OPEN SLOTS EVEN WITH SAND LEVEL & LANDWARD OF NWL,
SUBJECT TO OUTSIDE WAVE ACTION - 22 FT TO NWL (NTS)
L - NWL TO END OF BREAKWATER - 74 FT (NTS)
M - PROPOSED COVERAGE OF 74 BREAKWATER SLOTS - 114 FT, (NTS)
N - UNDISTURBED SLOTS TO END OF BREAKWATER - 62 FT (NTS)
O - BOTTOM LEVEL INSIDE BASIN AFTER MAINTENANCE DREDGING
FOOT OF BREAKWATER TO NWL - 102 FT
--ADDITIONAL PROPOSED COVERAGE OF SLOTS - 12 FT
NWL TO END OF BREAKWATER - 74 FT

BK0266PG0262
STATE OF NORTH CAROLINA
COUNTY OF CHOWAN
Filed for Record in the a-ce; cif the
'Register *feQGeh.clo.v-.0 C01i e 1Q
,
r �
at _:n ahe
and RE,:" 1,Z/w...... D_E!,D, in . � M_ Book
No.---�. I.��Pryf>vAir .- 9
Susan S`ouna, e -L. r of eeiis
_1_ r1l
DECLARATION OF COVENANTS AND RESTRICTIONS
For Conservation of Waterfront Property
THESE RESTRICTIVE COVENANTS ("Restrictive Covenants") are made
on this 3/= day of Ot(46(f7 , 2000, by and between EDENTON-CHOWAN
DEVELOPMENT CORPORATION, with an address at PO Box 241, Edenton, NC 21932
("Grantor") and the STATE OF NORTH CAROLINA, with its address c/o State Property
Office, 1321 Mail Service Center, Raleigh, NC 27699-1321 ("State" or "Grantee"), acting
solely through the North Carolina Clean Water Management Trust Fund, with its address at
IN 2313-B Executive Park Circle, Greenville, NC 27834 ("Fund").
A RECITALS & CONSERVATION PURPOSES
�i A. Grantor is the sole owner in fee simple of a parcel of a property being
"ZI approximately 2.179 acres immediately adjacent to the Albemarle Sound in Chowan County,
State of North Carolina and being all of that certain tract as more particularly described in
Exhibit A attached hereto and by this reference incorporated herein ("Property"); and
phi B. The Clean Water Management Trust Fund ("Fund") is an agency of the State•
of North Carolina ("State") and is authorized by Article 13A, Chapter 113 of the General
Statutes of North Carolina ("N.C.G.S.") to fmance projects and to acquire land and interests in
land, including conservation easements for riparian buffers for the purposes of providing
environmental protection for surface waters and urban drinking water supplies and establishing
a network of riparian greenways for environmental, educational, and recreational uses; and
C. Grantor previously received a grant from the Fund for acquisition of a larger
encompassing tract of real property in consideration of which Grantor has agreed that the
Property will be conserved and managed (including conducting any additional work consistent
with this Declaration) in a manner that will protect the quality of the waters of Albemarle
Sound and otherwise promote the public purposes authorized by Article 13A, Chapter 113 of
the N.C.G.S.
D. In order to ensure such conservation and management of the Property, the Fund
has required Grantor to grant State a conservation easement, which must be approved by the
Council of State and duly recorded (the "Conservation Easement"); and
E. Grantor has delivered to the Fund said Conservation Easement, however it has
not been approved by the Council of State, and
F. Fund and State require Grantor to record these restrictive covenants to ensure
appropriate conservation and management of the Property until such time as the Conservation
Easement is recorded.

NOW, THEREFORE, in coBsKid-eratioon6 ii P3eihi;'es and the mutual benefits recited
herein, together with other good and valuable consideration to Grantor and to the State as
protector of the public interests it promotes, the Grantor hereby adopts and declares the
Property subject to the restrictions hereinafter set forth, the purposes which are to provide
environmental protection for surface waters and to protect the wildlife and natural heritage
values of the Property.
ARTICLE I. DURATION OF RESTRICTIVE COVENANTS
These foregoing covenants and restrictions shall be construed to be covenants running with the
land and, with any amendments made pursuant to Section VI.E. herein, shall be binding and
effective until January 1, 2095, at which time they shall be automatically extended for
successive periods of five (5) years; provided that these restrictions and covenants may be
terminated at any time by recordation of an instrument of termination executed by Grantor and
State or by recordation by Grantor of a conservation easement covering the Property and
naming as grantee the State or its designee.
ARTICLE II. RIGHTS RESERVED TO GRANTOR
Grantor reserves certain rights accruing from ownership of the Property, including the
right to engage in or permit others to engage in uses of the Property that are not inconsistent
with the purpose(s) of these Restrictive Covenants. The following rights are expressly
reserved:
(A) To engage in passive recreational uses of the Property
(requiring no surface alteration of the land and posing no threat to conservation values),
including, without limitation, walking, fishing, or animal and plant observation; and,
(B) To allow public access to the property for the purpose of
conducting educational tours, scientific study, maintenance of the Property and any other
purpose consistent with maintaining the conservation value.
(C) To conduct any additional work on the property consistent with
this Declaration.
Notwithstanding the foregoing, Grantor and Grantee have no right to agree to any activity
that would result in the termination of this Conservation Easement.
ARTICLE III. PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purposes of these
Restrictive Covenants is prohibited. The Property shall be maintained in its natural, scenic,
wooded and open condition and restricted from any development or use that would impair or
interfere with the conservation purposes of these Restrictive Covenants set forth above.
Without limiting the generality of the foregoing, the following activities and uses are
expressly prohibited or restricted.
A. Industrial and Commercial Use. Industrial and commercial activities and any
right of passage for such purposes are prohibited.

BK0266PG026
B. Agricultural Timber Harvesting Grazm an Horticultural Use. Agricultural,
timber harvesting, grazing, horticultural and animal husbandry operations are prohibited.
C. Disturbance of Natural Features, Plants and Animals. There shall be no cutting
or removal of any trees or shrubs, nor disturbance of any existing vegetation, nor disturbance of
any natural features except as incidental to construction and maintenance of nature trails and
public access allowed hereunder. Fishing may be allowed pursuant to applicable State and local
rules and regulations. No hunting shall be allowed from the Property
D. Construction of Buildings and Recreational Use. There shall be no constructing
or placing of any structure, building, mobile home, asphalt or concrete or any other impervious
pavement, billboard or other advertising display, antenna, utility pole, tower, conduit, line, pier
landing, dock or any other temporary or permanent structure or facility on or above the
Property except for: structures consistent with the purpose of the Conservation Easement and
approved in advance of construction by the Grantee in writing; the placing and display of. no
trespassing signs; local, state or federal traffic or similar information signs; for sale or lease
signs; fencing; signs identifying the conservation values of the Property, and/or signs
identifying the Grantor as owner of the Property, the conservation purposes to which it is
restricted and that the State is the source of funding for the acquisition of this Property;
educational and interpretative signs; identification labels; or any other similar temporary or
permanent signs reasonably satisfactory to the Fund and approved in advance of placement by
the Grantee in writing
E. Mineral Use, Excavation, Dredging. There shall be no filling, excavation,
dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals or other
materials, and no change in the topography of the land in any manner except as approved in
advance in writing by the Grantee as necessary for the purpose of combating erosion or
incidental to any conservation management activities otherwise permitted in these Restrictive
Covenants.
F. Wetlands and Water Quality. There shall be no pollution or alteration of water
bodies and no activities on the Property that would be detrimental to water purity or that would
alter natural water levels, drainage, sedimentation and/or flow in or over the Property or into
any surface waters, or cause soil degradation or erosion nor diking, dredging, alteration,
draining, filling or removal of wetlands, except activities to restore natural hydrology or
wetlands enhancement as permitted by State and any other appropriate authorities.
G. Dumping. Dumping of soil, trash, ashes, garbage, waste, abandoned vehicles,
appliances, or machinery, or other materials on the Property is prohibited.
H. Conveyance and Subdivision. The Property may not be subdivided, partitioned,
nor conveyed except in its current configuration as an entity or block of property.
ARTICLE IV. ENFORCEMENT AND REMEDIES
A. Enforcement. To accomplish the purposes of these Restrictive Covenants,
Grantee is allowed to prevent any activity on or use of the Property that is inconsistent with the
purposes of these Restrictive Covenants and to require the restoration of such areas or features
of the Property that may have been damaged by such activity or use. Upon any breach of the
terms of these Restrictive Covenants by Grantor that comes to the attention of the State, the
State shall notify the Grantor in writing of such breach. The Grantor shall have ninety (90)
days after receipt of such notice to begin undertaking actions that are reasonably calculated to

correct promptly the conditions cotdtitldtg sch`brh6f the breach remains uncured after
ninety (90) days, the State may enforce these Restrictive Covenants by appropriate legal
proceedings including damages, injunctive and other relief The State shall also have the
power and authority: (a) to prevent any impairment of the Property by acts which may be
unlawful or in violation of these Restrictive Covenants; (b) to otherwise preserve or protect its
interest in the Property; or (c) to seek damages from any appropriate person or entity. The
rights and remedies of the State provided hereunder shall be in addition to, and not in lieu of
all other rights and remedies available to the State in connection with this Declaration of
Covenants and Restrictions, including, without limitation, those set forth in the Grant
Agreement under which these Restrictive Covenants were obtained.
B. Inspection State, its employees and agents and its successors and assigns,
have the right, with reasonable notice, to enter the Property at reasonable times for the purpose
of inspecting the Property to determine whether the Grantor, Grantor's representatives, or
assigns are complying with the terms, conditions and restrictions of these Restrictive
Covenants.
C. Acts Beyond Grantor's Control Nothing contained in these Restrictive
Covenants shall be construed to entitle State to bring any action against Grantor for any injury
or change in the Property caused by third parties, resulting from causes beyond the Grantor's
control, including, without limitation, fire, flood, storm, and earth movement, or from any
prudent action taken in good faith by the Grantor under emergency conditions to prevent, abate,
or mitigate significant injury to life, damage to property or harm to the Property resulting from
such causes.
D. Cost of Enforcement Any cost incurred by Grantee in enforcing the terms of
these Restrictive Covenants against Grantor, including, without limitation, any cost of
restoration necessitated by Grantor's acts or omissions in violation of the terms of these
Restrictive Covenants, shall be borne by Grantor.
E. No Waiver. Enforcement of the Restrictive Covenants shall be at the
discretion of the Grantee and any forbearance by Grantee to exercise its rights hereunder in the
event of any breach of any term set forth herein shall not be deemed or construed to be a
waiver by Grantee of such term or of any subsequent breach ofthe same or of any other term of
these Restrictive Covenants or of Grantee's rights. No delay or omission by Grantee in
exercise of any right or remedy shall impair such right or remedy or be construed as a waiver.
ARTICLE V. DOCUMENTATION AND TITLE
A. Property Condition. The parties acknowledge that the Property is currently
undeveloped land, with no improvements, other than as described in Exhibit A, and easements
and rights of way of record.
B. Title. The Grantor covenants and represents that the Grantor is the sole owner
and is seized of the Property in fee simple and has good right to establish the aforesaid; that
there is legal access to the Property, and that except as otherwise approved by Grantee and
noted by reference herein, the Property is free and clear of any and all encumbrances except
easements of record which will not nullify, impair or limit in any way the terms or effect of
these Restrictive Covenants, and an acquisition Deed of Trust; Grantor shall defend its title
against the claims of all persons whomsoever, and Grantor covenants that the State shall have
the benefit of all of the benefits derived from and arising out of the aforesaid Restrictive
Covenants.

BK0266PG0266
ARTICLE VI. MISCELLANEOUS
A. Subsequent Transfers. Grantor and Grantee acknowledge that Grantor has
heretofore granted the Lessee of the Property and underlying larger tract of real property an
option to purchase the Property subject to these Restrictive Covenants and the Conservation
Easement. Grantor agrees for itself, its successors and assigns, to notify State in writing of the
names and addresses of any party to whom the Property or any part thereof is to be transferred
at or prior to the time said transfer is consummated. Any transferee or assignee of the Property
shall take title subject to these Restrictive Covenants and subject to Grantor's obligation to
grant State the conservation easement as set forth herein, and shall perform all such acts as
shall be necessary to effect the transfer. Grantor, for itself, its successors and assigns, further
agrees to make specific reference to these Restrictive Covenants in a separate paragraph of any
subsequent lease, deed or other legal instrument by which any interest in the Property is
conveyed. In the event of transfer of the property subject to this Conservation Easement,
Grantor may reserve for itself such easement rights as it considers necessary.
B. Extinguishment. In the event this Conservation Easement is extinguished as
the result of a final judicial proceeding in the nature of the assertion of an imminent domain
claim, the Grantor shall be entitled to share in the net proceeds resulting from the
extinguishment in amounts equal to the proportionate value that the Conservation Easement,
at the time of its execution, bears to the property as a whole at that time.
C. Conservation PjgWse.
(1) The parties hereto recognize and agree that the benefits of these
Restrictive Covenants are in gross and assignable, provided, however that the Grantee hereby
covenants and agrees, that in the event it transfers or assigns its interest in these Restrictive
Covenants, the organization receiving the interest will be a qualified organization as that term
is defined in Section 170(h)(3) of the Internal Revenue Code of 1986 (or any successor
section) and the regulations promulgated thereunder, which is organized or operated primarily
for one of the conservation purposes specified in Section 170(h)(4)(A) of the Internal Revenue
Code, and the Grantee further covenants and agrees that the terms of the transfer or assignment
will be such that the transferee or assignee will be required to continue to carry out in
perpetuity the conservation purposes that the contribution was originally intended to advance,
set forth in the Recitals herein.
(2) Unless otherwise specifically set forth in these Restrictive Covenants,
nothing herein shall convey to or establish for the public a right of access over the Property.
D. Recording. State shall record this instrument and any amendment hereto in
timely fashion in the official records of Chowan County, North Carolina, and may re-record it
at any time as may be required to preserve its rights or the rights and interests of the State.
E. Notices. All notices, requests or other communications permitted or required
by this Agreement shall be sent by registered or certified mail, return receipt requested,
addressed to the parties as set forth above, or to such other addresses such party may establish
in writing to the other. All such items shall be deemed given or made three (3) days after being
placed in the United States mail as herein provided. In any case, where the terms of these
Restrictive Covenants require the consent of any party, such consent shall be requested by
written notice. Such consent shall be deemed denied unless, within ninety (90) days after

�8 o2 6�Pc1261
receipt of notice, a written notice o a prova an the reason therefore has been mailed to the
party requesting consent.
F. Amendments. Grantor shall not amend these Restrictive Covenants except with
the consent of the State. Any amendment(s) shall be effective upon recording in the public
records of Chowan County, North Carolina.
G. Environmental Condition of Property. The Grantor warrants, represents and
covenants to the State that to the best of its knowledge after appropriate inquiry and
investigation that: (a) the Property described herein is and at all times hereafter will continue to
be in full compliance with all federal, state and local environmental laws and regulations, and
(b) that Grantee is unaware of any hazardous materials, wastes, or other environmentally
regulated substances, or other adverse environmental conditions in, on or under the Property,
and the Grantor will not allow such uses or conditions.
H. Entire Agreement. This instrument and the Conservation Easement sets forth
the entire agreement of the parties with respect to the Restrictive Covenants and supersedes all
prior discussions, negotiations, understandings or agreements relating to the Restrictive
Covenants. If any provision, or portion thereof is found to be invalid, the remainder of the
provisions of these Restrictive Covenants and portions thereof, and the application of such
provision and portion thereof to persons or circumstances other than those as to which it is
found to be invalid, shall not be affected hereby, and shall be fully valid and enforceable to the
fullest extent and duration allowed by applicable law. The party(ies) hereto intends this
document to be an instrument executed under seal. If any party is an individual, partnership or
limited liability company, such party hereby adopts the word "SEAL" following his/her
signature and the name of the partnership or limited liability company as his/her/its legal seal.
The Recitals set forth above and the Exhibits attached hereto are incorporated herein by
reference.
1. Indemnity. The Grantor agrees to the fullest extent permitted by law, to
defend, protect, indemnify and hold harmless the State from and against all claims, actions,
liabilities, damages, fines, penalties, costs and expenses suffered as a direct or indirect result of
any violation of any federal, state, or local environmental or land use law or regulation or of the
use or presence of any hazardous substance, waste or other regulated material in, on or under
the Property.
J. Interpretation. These Restrictive Covenants shall be construed and interpreted
under the laws of the State of North Carolina, any ambiguities herein shall be resolved so as to
give maximum effect to the conservation purpose sought to be protected herein.
K. Parties. Every provision of these Restrictive Covenants that apply to the
Grantor or to the Grantee shall likewise apply to their respective successors, assigns and
grantees and all other successors in interest herein.
L. Mereer. The parties agree that the terms of these Restrictive Covenants shall
survive any merger of the fee and easement interest in the Property.
M. Subsequent Liens. No provisions of these Restrictive Covenants shall be
construed as impairing the ability of Grantor to use this Property for collateral for borrowing
purposes, provided that any mortgage or lien arising therefrom shall be subordinated to these
Restrictive Covenants.

BK0266PGO268
IN WITNESS WHEREOF, Grantor, by authority duly given, has hereunto caused
these presents to be executed by their respective officers and its seal affixed, to be effective
the day and year first above written.
GRANTOR: ENTON OWAN DEVELOPMENT CORPORATION
By:
Title: Chairman, Board of Directors
ATTEST:
[SEAL]
Title: Secretary, Board of Directors serlZ.
STATE OF NORTH CAROnLINA
� PC —
COUNTY OF CM U I MANS
I, Cbr r i e Notary Public, do hereby certify that 5YEL E"
personally came befo me this day and acknowledged that he/she is Secretary of th
EDENTON CHOWAN DEVELOPMENT CORPORATION, a North Carolina corporation
and that by authority duly given and as the act of the corporation the foregoing instrument was
signed in its name by the Chairman, Board of Directors, sealed with its corporate seal, and
attested by him as its Secretary.
Witness my hand and notarial seal, this the. �day of Pr UGt SST , 2000,
0an) c a r) - h- L' Oc
Notary Public
My commission expires:
STATE OF NORTH CAROLINA
CROWAN COUNTY
The foregoing certificate(X) of CARRIE D. BRIDGERS
be correct.
This ?Nay of SEPTEMBER 2000.
SUSAN S. ROUNTREE
Register of Deeds
1,Y y , 0
DEPUTY REGIOTER OF DEEDS
RECORDED & VERIFIED:
SEE ATTACHMENT PAGE #269
UQ�'apTAlq j„ �. QN
1 `, 'CU .\G i ?
y
p�p,,gNS1GO0,,,°•
Notaries Public,�sPc Alffed �oS OF NC
T,.4TE

890266PG0269
EXHIBIT A
All that certain lot or parcel of land situated in Fourth Township, Chowan County, NC
owned by the Edenton-Chowan Development Corporation and as shown on a survey map as
"2.179 acres Portion of Parcel Two" subject to a "Conservation Easement to State of North
Carolina"; said map prepared by Josiah A. Webb, III, RLS # L-2989 dated May 22, 2000 and
recorded in Plat Cabinet 1, Slide 190A of the Chowan County Registry; and more particularly
described as: Beginning at an existing iron pin being the southwest corner of the public 60 ft.
right of way of NCSR 1119 "Midway Drive" where State Maintenance of said road ends and
being the northwest corner of land now or formerly owned by Union Camp Corporation; from
said beginning point following a computed bearing of South 78 degrees 19 minutes 44 seconds
West and a distance of 293.50 feet to the POINT AND PLACE OF BEGINNING being a set iron
pin lying in the boundary between Parcel One and Parcel Two of said survey map; running from
said POINT AND PLACE OF BEGINNING along said boundary the following courses and
distances: South 06 degrees 58 minutes 03 seconds West 91.29 feet to a point being a set iron pin;
South 06 degrees 58 minutes 03 seconds West 28.71 feet to a point at the edge of the Albemarle
Sound; running thence westerly,along the shoreline of the Albemarle Sound as it now exists the
following courses and distances: North 76 degrees 26 minutes 34 seconds West 126.39 feet to a
point; North 88 degrees 1 I minutes 18 seconds West 206.87 feet to a point; North 88 degrees 39
minutes 37 seconds West 229.63 feet to a point; South 85 degrees 25 minutes 15 seconds West
257.98 feet to a point; running thence along the boundary between Parcel Two and Parcel Three
the following courses and distances: North 06 degrees 56 minutes 10 seconds East 50.69 feet to a
point being an existing metal fence post; North 06 degrees 56 minutes 10 seconds East 240.31
feet to a point being a set iron pin; running thence the following courses and distances: North 85
degrees 25 minutes 15 seconds East 118.76 feet to a point being a set iron pin; South 06 degrees
56 minutes 10 seconds West 209.71 feet to a point being a set iron pin; South 88 degrees 26
minutes 12 seconds East 550.00 feet to a point being a set iron pin; North 06 degrees 58 minutes
03 seconds East 49.60 feet to a point being a set iron pin; South 76 degrees 26 minutes 34
seconds East 150.00 feet to the set iron pin being the POINT AND PLACE OF BEGINNING;
being 2.179 acres as shown on the aforementioned recorded map.

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MAJOR PERMIT)
CERTIFIED MAIL RETURN RECEIPT REQUESTED or HAND DELIVERED
June 03, 2023
Date
Edenton-Chowan Partnership, Inc.
Name of Adjacent Riparian Property Owner
101 West Water Street
Address
Edenton, NC 27932
City, State Zip
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that I am applying for a CAMA Major permit to
repair and modify 114 feet of an existing boat basin breakwater, and construct a 105-ft riprap revetment on shoreline
on my property at Albemarle Boats, 142 and 142C Midway Drive, Cape Colony Subdivision, Edenton, NC 27932
in Chowan County, which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity, please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 30 days of receipt of this notice, it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments, please mark the appropriate statement below and send your correspondence to:
Ms. Cynthia Rountree, NC CAMA Officer, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909.
If you have any questions about the project, please do not hesitate to contact me at my address/number listed below, or by
email at: [e-mail].
Sincerely,
Kenneth Elliott, for Edenton Real Estate Holdings, LLC 252-339-9021 / [e-mail]
Property Owner's Name Telephone Number / Email Address
PO Box 112, Aydlett, NC 27916
Address
City
State
I have no objection to the project described in this correspondence.
I have objection(s) to the project described in this correspondence.
Adjacent Riparian Sig aturc Date
Edenton-Chowan Partnership, Inc.
Print or Type Name
101 West Water Street, Edenton, NC 27932
Address
City
252-482-2007
Telephone Number
State
Zip
Revised July 2021

■ CERTIFIED Mi
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Tracking Number:
70219950400155035474 0 �°' o.,n"rq
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Copy Add to Informed Delivery [https:llinform eddeliver ru Edenton-Chowan PTP, Inc.
Roland vaughan, Director
,•: lcl west water Street
Edenton, NC 27932
Latest Update
Your item was delivered to an individual at the address at 3:58 pm on June 7. 2023 in EDENTON, NC 27932.
Get More Out of LISPS Tracking:
LISPS Tracking Plus4
S Delivered
Delivered, Left with Individual
EDENTON, NC 27932
June 7, 2023. 3:58 pni
Available for Pickup
EDENTON
100 N BROAD ST
EDENTON NC 27932-9998
M-F 0830-1700
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June 03, 2023
Elliott Consulting
202 Elliott Road, PO Box 112
Aydlett, North Carolina 27916
Edenton-Chowan Partnership, Inc. Phone: [phone]
Roland Vaughan, Director
101 West Water Street
Edenton, NC 27932
Dear Adjacent Owner:
I am writing to you on behalf of Edenton Real Estate Holdings, LLC, 5752 US Hwy. 117, Wallace, NC 28466,
owner of two parcels at 142 and 142C Midway Drive, Edenton, NC 27932, who is applying for an NC Division
of Coastal Management CAMA Major Permit #44-01 Modification for a construction project to repair and modify
the Edenton Boats boat basin. The applicant's two parcels are adjacent and riparian to your property at 140
Midway Drive. The specifics of the proposed work are in the enclosed application forms, drawings, and
narrative.
Intended work requiring approval from NC Coastal Management includes:
• Repair and cover breakwater slots along 114 feet of the western breakwater wall of the boat basin, which
have allowed sand to migrate to the interior of the boat basin and causing shoaling.
• Construct a 16-ft wide rip rap and concrete revetment along a 105-ft long section of the northwest non -
stabilized shoreline inside the boat basin.
As an adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development to give you the opportunity to comment on the project. Please review the attached riparian owner
notification statement form, narrative, and drawings. If you have no objections to the project, please indicate
as such at the bottom of the enclosed owner's statement and then return the statement to my office in the
enclosed self-addressed stamped envelope. If it would be more convenient, you can also scan and email the
signed form to my office at [e-mail].
Should you have any objections to this proposal, please send your written comments to Ms. Cynthia Rountree,
NCDEQ Division of Coastal Management, 401 S. Griffin St., Suite 300, Elizabeth City, NC 27909 within 30 days
of your receipt of this notice. Such comments will be considered by the Division in reaching a final decision on
the application. No comment within 30 days of your receipt of this notice will be considered as no objection.
If you have any questions on this project, please call me at 252-339-9021, or e-mail me at ken(a),kenobx.com.
Mr. Burch Perry, General Manager of Albemarle Boats, can also be reached at his office at 252-482-7423 or by
email at [e-mail].
Edenton Real Estate Holdings appreciates your consideration of this project.
Thank you,
(� - (FL " _- -.= i -
Ken Elliott
Elliott Consulting
06/03/2023

Albemarle Boats Breakwater & Shoreline Project
Modification of CAMA Major Permit #44-01 Project Narrative
Edenton Real Estate Holdings, LLC is applying to the NC Division of Coastal Management to modify an
existing breakwater at the Albemarle Boats manufacturing facility boat basin for improved stability of the
basin and improved access by large boats inside the basin as it was originally designed. Historically, CAMA
permitting allowed Albemarle Boats to construct the basin to provide a depth of -8 NWL for its 275-ft
width. However, approximately 100 feet of the basin width on the western side has continuing problems
with siltation entering the basin through a series of breakwater slots in the western wall of the basin, which
causes the need for repeated maintenance dredging of the basin. In an effort to alleviate the maintenance
frequency and prolong the basin performance, Edenton Real Estate Holdings proposes to cover the slots no
longer being used to flush the basin with flow from Albemarle Sound.
Additionally, Edenton Real Estate Holdings proposes to construct a 105-ft long riprap revetment along a
section of the north shoreline inside the basin. This section of shoreline has no hardened shoreline
protection and is located between riprap revetment adjacent westward and wood bulkhead adjacent
eastward. To protect this shoreline from boat wake in the restricted area basin and prevent an additional
source of erosive sedimentation in the basin, the applicant intends to construct this revetment.
Background:
Edenton Boatworks, LLC, d.b.a. Albemarle Boats, owned by Murphy Alternative Investments and located
on property owned by Edenton Real Estate Holdings, LLC (also a Murphy entity) is a private -owned boat
manufacturing facility, building recreational and sport fishing boats ranging from 27 feet to 53 feet in length.
The minimum draft of these boats ranges from 3 feet to 5 feet. Permitted water depth in the Albemarle
Boats boat basin is -8 NWL.
CAMA Major Permit 444-01 was originally issued in 2001 to start expansion of the existing boat basin at
the Albemarle Boats manufacturing facility, which was completed by 2007. Various permit renewals and
modifications allowed construction of the basin facilities as they appear today. In 2007, breakwater
construction was authorized along the western and southern bulkhead walls which allowed the flow of fresh
water to enter the basin that was intended to prevent stagnation of the water within. Figure 1 shows typical
breakwater construction at Albemarle Boats.
Figure 1— West Wall, Albemarle Boats Breakwater Construction, as built in 2007.
Page 1 of 9

In 2014, a 5-year maintenance dredging clause was added to the permit. Permit 444-01 has been
subsequently renewed with the maintenance clause, and currently expires in 2026.
From 2009 to 2012 the facility shoreline westward of the western breakwater experienced severe erosion,
toppling trees, losing beachfront, and formed a 4-ft tall escarpment along the shoreline.
MIRI_ MWd !tr np rap WW "10 W �...
7'.
Figure 2 —Albemarle Boats Shoreline Erosion West of Boat Basin, January 2012
In 2014, a permitted riprap revetment was constructed along the western shoreline, allowing deep water to
exist along the shoreline and along both sides of the western basin breakwater wall. Figure 3 shows
newly placed riprap revetment stabilizing the western shoreline.
Figure 3 —Albemarle Boats Shoreline Stabilization West of Boat Basin, April 2014
Page 2 of 9

By 2017, the western shoreline had stabilized with a sandy beach growing southward into Albemarle Sound.
Also in 2017, sand was starting to migrate eastward and pass through the sand -covered breakwater slots
into the basin. Figure 4 shows this migration starting.
Figure 4 — Stabilized Western Beach Showing Sand Migration Into Boat Basin, March 2017
By 2022, a stabilized sandy beach with foliage had grown 85 feet southward from the base of the revetment
into the Sound against the outside of the western breakwater wall, allowing sand migration through the wall
along the entire 85-ft length. Water depths inside the basin now ranged from +2 NWL to -3 NWL inside
the authorized western boat slips and rendering them useless.
Figure 5 — Continued growth of Western Shoreline with Sand Migration Into Boat Basin, May 2018
Page 3 of 9

Figure 6 —Approximate Beach Line with Rip Rap Revetment on Western Shoreline —August 2022
Figure 7 — Shoreline Photos Taken Outside & Inside of Boat Basin at 2nd Finger Pier, August 2022
Page 4 of 9

In November 2022 the boat basin was dredged under the Permit 444-01 maintenance clause over a 10,000
sqft area, removing approximately 1250 cubic yards of sand. Sand was undisturbed outside of the basin.
Within two weeks of completion of the dredging, sand again migrated into the basin due to winter storms
and southerly winds. Water depths inside the basin decreased rapidly along the western breakwater wall
and again rendered the inside slips useless. Figure 8 shows sand migration into the basin two weeks after
maintenance dredging.
Figure 8 — Sand Migration Into Basin Two Weeks After Maintenance Dredging, November 2022
r
Figure 9 — Sand Migration Inside Basin, November 2022
Page 5 of 9

Figure 10 — Sand Migration Inside Basin, November 2022
Figure 11—Albemarle Boats Basin, May 2023
Page 6 of 9

Construction Process:
Breakwater
A _ E
UPLAND
STING CORRUGATED STEEL BULKHEAD WITH CUT BREAKWATER SLOTS
1% --0- - -
KO L
M N
A - NATURAL GROUND LEVEL LANDWARD OF REVETMENT
B - RIPRAP REVETMENT
C - SAND LEVEL OUTSIDE OF BASIN, WESTWARD OF BREAKWATER
D - NWL INSIDE OF BASIN EASTWARD OF BREAKWATER
E - SAND LEVEL INSIDE OF BASIN, EASTWARD OF BREAKWATER
F - NWL OUTSIDE OF BASIN, WESTWARD OF SREAKWATER
G - TOP OF PIER WALKWAY
H - NORMAL ALBEMARLE SOUND WATER LEVEL
I - EXISTING BOTTOM OF SOUND
J - SAND COVERAGE OF BREAKWATER SLOTS OPEN TO INSIDE BASIN WAVE ACTION - 8D FT (NTS)
K - STEEPER SLOPE OF OUTSIDE SAND LEVEL TO NWL, OPEN SLOTS EVEN WITH SAND LEVEL & LANDWARD OF NWL.
SUBJECT TO OUTSIDE WAVE ACTION - 22 FT TO NWL (NTS)
L • NWL TO END OF BREAKWATER • 74 FT (NTS)
M - PROPOSED COVERAGE OF 74 BREAKWATER SLOTS - 114 FT, (NTS)
N - UNDISTURBED SLOTS TO ENO OF BREAKWATER - 62 FT (NTS)
O - BOTTOM LEVEL INSIDE BASIN AFTER MAINTENANCE DREDGING
- FOOT OF BREAKWATER TO NWL - 102 FT
-ADDITIONAL PROPOSED COVERAGE OF SLOTS -12 FT
- NWL TO END OF BREAKWATER -74 FT
Figure 12 — Breakwater Modification at Albemarle Boats, Cross -Section Detail, West to East View
The applicant intends to temporarily excavate sand in a 102-ft long trench along the outside of the western
breakwater wall from the top of the shoreline revetment to the current NWL. Excavation depth of the trench
will range from 3 feet at the landward end of the breakwater to a few inches at the shoreline, and maximum
5-ft width. The purpose of this excavation is to temporarily uncover the cut 1-inch slots in the steel
breakwater. Figures 12 and 13 shows typical construction modification detail of the cut slots in the
breakwater.
Ir-19, CUT MCI
n"a
kr-IF
aim
Figure 13 — Typical Slot Section of Breakwater at Albemarle Boats, Before & After Modification
Page 7 of 9

Once the slots are exposed, they will be covered mechanically with steel plate, either by a toggle bolt
arrangement, or by welding. Once the slots are closed the previously excavated sand will be placed back
into the trench, compacted, levelled, and returned to its previous natural state. No further breakwater
construction will be carried out, and there will be no permanently disturbed land during the operation.
In addition to the 102 feet of breakwater slots to be covered landward of the NWL, the applicant intends to
cover another 12 feet of slots extending waterward from the NWL shoreline. This coverage is to prevent
migration of eroded and suspended sand and silt due to wave action at the shoreline. The additional 6-9
slots will be covered the same as those landward of the NWL, either mechanically or by welding. No land
below water level will be disturbed.
Approximately 74 slots total will be covered by steel plate in a 114-ft long section of the western breakwater
wall, 102 feet landward and 12 feet waterward of NWL. This will leave 62 feet of undisturbed open slots
at the southern end of the west -facing breakwater, and 194 feet of undisturbed open slots in the entire south -
facing breakwater. Wind and wave action through these breakwaters will prevent stagnation of water inside
the basin.
Revetment
A bulkhead authorized in 2014 to be built along the northwestern shoreline inside the basin between the
existing boathouse and the western breakwater wall was never constructed. The applicant now intends to
construct a 4-ft tall riprap stone revetment along this non -stabilized shoreline, which will match the existing
riprap revetment on the opposite, western side of the breakwater. A 16-ft wide layer of silt screen will first
be laid in a line from the foot of the western breakwater walkway eastward 105 feet to the existing boathouse
bulkhead. Riprap stone will be brought in from offsite and will be placed by hand, wheeled loader, or
tracked excavator in a 16-ft wide line over the silt screen. Backfill sand will then be brought in either from
an adjacent dried dredge spoil stockpile or from an offsite permitted sand pit. A topsoil cap will then be
added, and groundcover sown. Landward peak of the revetment will be same height as normal ground
level, and the revetment base will become the NWL shoreline once the boat basin has been re -dredged.
Total disturbed land during this operation will be 250 sgft.
Scopin2 Meeting:
An onsite scoping meeting was held on February 9, 2023, to discuss the project. Attending were Albemarle
Boats General Manager Burch Perry, CAMA representatives Ron Renaldi and Cynthia Rountree, Division
of Marine Fisheries representative James Harrison, and consultant Ken Elliott. Project plans were discussed
verbally, and historical photography was shown illustrating the need for the proposed construction. No
changes to the proposed plans were suggested by anyone at that time.
Conclusion:
Albemarle Boats has a long-standing national reputation for building quality recreational and sportfishing
craft at the Edenton facility. An essential part of their business is to have a functional deepwater boat basin
Page 8 of 9

in which to display new boats and to have access to Albemarle Sound for testing. The construction of the
western wall of the basin in 2007 as a breakwater led to partial buildup of sand along the wall but allowed
migration of sand into the basin, causing a usability loss of 50%. Coverage of breakwater slots below
ground level landward of the NWL shoreline will prevent migration of sand into the basin and improve the
needed stability of the basin for use by large boats.
All adjacent riparian landowners have been contacted and made aware of the proposed construction project.
The landowners were contacted by certified mail on June 2, 2023, with information about the construction
project, which included maps, a narrative description of the project, and a copy of the full application
package, including MP -I, MP-2, and MP-4. All riparian owners have returnedthe notification forms signed
with no objections to the project.
Elliott Consulting hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
Elliott Consulting hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
Ken Elliott
Elliott Consulting, LLC
For Edenton Real Estate Holdings, LLC
July 17, 2023
Page 9 of 9

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N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MAJOR PERMIT)
CERTIFIED MAIL RETURN RECEIPT REQUESTED or HAND DELIVERED
June 03, 2023
Date
State of North Carolina, c/o State Property Office
Name of Adjacent Riparian Property Owner
1321 Mail Service Center
Address
Raleigh, NC 27699-1321
City, State Zip
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that I am applying for a CAMA Major permit to
repair and modify 114 feet of an existing boat basin breakwater, and construct a 105-ft riprap revetment on shoreline
on my property at Albemarle Boats, 142 and 142C Midway Drive, Cape Colony Subdivision, Edenton, NC 27932
in Chowan
County, which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity, please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 30 days of receipt of this notice, it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments, please mark the appropriate statement below and send your correspondence to:
Ms. Cynthia Rountree, NC CAMA Officer, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909.
If you have any questions about the project, please do not hesitate to contact me at my address/number listed below, or by
email at: [e-mail].
Sincerely, la—p-��
—,i—
Kenneth Elliott, for Edenton Real Estate Holdings, LLC 252-339-9021 / [e-mail]
Property Owner's Name Telephone Number / Email Address
PO Box 112, Aydlett, NC 27916
Address
City
State
I have no objection to the project described in this correspondence.
I have objection(s) to the project described in this correspondence.
WQn�.d►Q U, lL -,a- ea L 4, z 62 3
Adjacent Riparian Signature Date
State of North Carolina, c/o State Property Office
Print or Type Name
1321 Mail Service Center, Raleigh, NC 27699-1321
919-807-4650
Telephone Number
Zip
Address City State Zip
Revised July 2021

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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ❑Private/Community
c. (i) Dock(s) and/or piers)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes [--]No
e. (i) Are Platforms included? ❑Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
k Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes [:]No
(ii) If yes number of tie pilings?
®This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ❑No
d. (i) Are Finger Piers included? ❑Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility be open to the general public?
❑Yes ❑No
a, ., rw.nccoastalmanaaemen ,a v z a is: 121;4 s .• 6

&- !—I fW 1 IP-4 {Structures, Page 2 4'
2. DOCKING FACILITY/MARINA OPERATIONS ❑x This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
252- -Oa :: 9-8884RCOAST ;: WWW.rrr U staiman<=

��nrm DCM P- (Structurei£ sin p,
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes [:]No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublicGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a. Length 114 ft repair length of b. Average distance from NHW, NWL, or wetlands
existing breakwater Repair length up to 12 ft beyond NWL
c. Maximum distance beyond NHW, NWL or wetlands
Repair length up to 12 ft beyond NWL
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
308-2808::1- x,, 4RCOAST::www.nccc�_,�.

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
85 ft east, 808 ft west, 470 ft north
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
4.75 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
8.5 fi
d. Water depth at waterward end of structure at NLW or NWL
2.25 ft outside basin, 5 ft inside basin
8. OTHER ®This section not applicable
a. Give complete description:
June 3, 2023
Date
Albemarle Boats Breakwater & Shoreline Project
Project Name
Edenton Real Estate Holdings, LLC
Applicant Name k ,
Applicant Signature Kenneth Elliott, agent for
Edenton Real Estate Holdings, LLC
and Albemarle Boats
.:� 8 :: 1-888-4RCOAST :: www.nccoastaimanp—qer ent.net revised: 12127106

Chowan County 05-22
Local Government Permit Number
CAMA
MINOR DEVELOPMENT 1
PERMIT i i
Issued to Edenton Real Estate Holdings, LLC, authorizing development in the Estuarine Shoreline (AEC) at 140 &144
Midway Drive in Edenton, NC, as requested in the permittee's application, dated November 15, 2022. This permit,
issued on November 28, 2022, is subject to compliance with the application and site drawing (where consistent with the
permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may
subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Fill 6746 Square foot area with fill sand within the CAMA 75-ft. AEC, grade and install ground cover. No
disturbance or work permitted in wetlands.
(1) All proposed development must be done in accordance with the permitted work plat drawings(s) dated received on
November 15, 2022.
(2) Any grading within the 30' buffer from the normal water level must be contoured to prevent additional storm water runoff to
the adjacent marsh. This area shall be immediately vegetatively stabilized and must remain in a vegetated state.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 252-482-5618 for a final inspection at
completion of work.
(5) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction Any
proposed for grading within the 30' buffer from the Normal water level must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated state.
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2025
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
" UMS-
-------------------------
Holly Colombo
CAMA LOCAL PERMIT OFFICIAL
PO Box 1030
Edenton, NC 27932
PERMITTEE

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: The Chowan Herald
Edenton, NC 27932
c/o custom ercare(a)-apgenc.com
FROM: Lisa Doepker, Administrative Specialist
DATE: 9/27/2023
SUBJECT: Major Public Notice: Edenton Real Estate Holdings, LLC
Please publish the attached Notice in the Saturday, 30 September 2023 issue of THE
CHOWAN HERALD. Please note that this is for a one -day publication only.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Lisa Doepker, via email
at:[e-mail] for payment.
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
CC' Curt Weychert, Assistant Major Permits Coordinator, DCM,
curt.weychert(aDdeg.nc.gov
Christy Simmons, PIO, DCM, christy.simmons(aD-ncdenr.gov
Ellie Davis, Accounts Payable, DCM, ellie.davis(aD-ncdenr.gov
File
D E Q�� North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
o Paroneni fE�vnmmemz '� /'� 252.264.3901

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 9/27/23. Edenton Real Estate Holdings,
LLC, proposes to cover existing slats on 114 feet of the existing steel breakwater
and place 16 foot by 105 foot of riprap along the shoreline of the existing boat
basin with backfill., located at 142 & 142C Midway Drive Edenton, NC.in Chowan
County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by
phone at [phone] during normal business hours. Comments mailed to Braxton
Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to
October 20, 2023, will be considered in making the permit decision. Later comments will
be considered up to the time of permit decision. Project modification may occur based
on review & comment by the public, state & federal agencies. Notice of the permit
decision in this matter will be provided upon written request.
PLEASE PUBLISH ON: September 30, 2023

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BCH IMP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Edenton Real Estate Holdings, LLC
Albemarle Boats Breakwater & Shoreline Project
Applicant 1: First Name
MI
Last Name
Manager - Jeffrey
B
Turner
Applicant 2: First Name
MI
Last Name
n/a
n/a
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5752 US Hwy 117 South
160
Wallace
NC
ZIP
Country
Phone No.
FAX No.
28466
USA
1 ext.
Street Address (if different from above)
City
S tate
ZIP
Same
Same
Same
-Same
Email
n/a
2. AgentContractor Information
Business Name
Elliott Consulting
Agent/ Contractor 1: First Name
MI
Last Name
Kenneth
C
Elliott
Agent/ Contractor 2: First Name
MI
Last Name
n/a
n/a
n/a
Mailing Address
PO Box
City
State
202 Elliott Road
112
A dlett
NC
ZIP
Phone No. 1
Phone No. 2
27916
252 - 339
- 9021 ext.
252 - 377 7479 ext.
FAX No.
Contractor #
n/a
n/a
Street Address (if different from above)
State
ZIP
Same
7Same
Same
-Same
Email
ken kenobx.com
<Form continues on back>
nt.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan
142 & 142C Midway Drive
1119
Subdivision Name
City
State
Zip
Fourth / Cape Colony
Edenton
NC
27932
Phone No,
Lot No.(s) (if many, attach additional page with list)
252 - 482 - 7423 ext.
142 Midway Drive, 142C,Midway Drive
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Albemarle Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Chowan Count
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1043 ft
415,519 sq.ft. (2 parcels)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
142 - 83,156 sq.ft., 142C - 332,363 sq.ft.
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+8 ❑NHW or ®NWL
e. Vegetation on tract
Cypress & pine trees, scrub brush, mowed lawns.
f. Man-made features and uses now on tract 142C (aka 140) Midway Drive - Albemarle Boats industrial sport fishing &
recreational boat manufacturing facility (108,818 sq.ft.) includes gravel parking lot, gravel driveway, and 500-ft L x
12-ft W rip rap revetment. 142 (aka 144) Midway Drive has 6,686 sq.ft. combination boat shelter & garden apartme
174' pier/breakwater, 190' breakwater, 75' pier, 74' concrete walkway, 580' L chain link fence.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Albemarle Boats manufacturing facility extends into next westward parcel, then full growth woodland & swamp.
North - undeveloped scrub & brush. East - NCWRC Boat Ramp, then Albemarle Sound Dock Cc, LLC barge
loading & unloading facility.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Industrial, both parcels
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
.. 1-888-._ . ., vv. ncc Z�tatnl'x:. :.nt.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Edenton / Chowan Water & Wastewater Treatment Department
o. Describe existing drinking water supply source.
Chowan County Water Department
p. Describe existing storm water management or treatment systems. Stormwater drains from building through gutter & pipe to
stormwater ditch discharging offsite into swamp, does not drain directly to Albemarle Sound.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete. Project is to stabilize the water depth
inside the Albemarle Boats boat basin, used for launching, testing, docking & displaying new sport -fishing &
recreational boats manufactured there.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Preparation - mini -excavator or hand tools to dig trench & fill in afterward; breakwater repair - hand tools &
welding equipment; revetment construction - rock brought in by dump truck & unloaded, tracked excavator or
mini loader to put rock in place over silt -screen, loader & tractor to install & smooth backfill behind rock.
d. List all development activities you propose.
Excavate trench to access repair area on breakwater, cover breakwater slots with steel plate by toggle bolts or
welding, fill trench back in afterward, sow groundcover. Revetment - place 16-ft wide silt -screen in 105' line from
breakwater to boat house along NWL shoreline & up escarpment, place rip rap rock on silt -screen between NWL
& top of escarpment, backfill with sand & topsoil. level & add groundcover.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both - repair of existing breakwater, addition of new revetment to shoreline.
f. What is the approximate total disturbed land area resulting from the proposed project? 1 125 ®Sq.Ft or ❑Acres
600 sq.ft. @ breakwater (temporary), 525 sq.ft. @ revetment
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the State.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
' t;man��

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name Edenton-Chowan Partnership, Inc., Roland Vaughan, Director Phone No.
Address 101 W. Water Street, Edenton, NC 27932 252-482-2007
Name State of NC, c/o State Property Office (conservation easement) Phone No.
Address 1321 Mail Service Center, Raleigh, NC 27699-1321 919-807-4650
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #44-01 issued 2001 to Waff Contracting, transferred to GSM Properties, Inc, then transferred
to Edenton Real Estate Holdings, LLC, last renewal on 3-7-2022; CAMA Minor Development Permit #05-22 issued
to Edenton Real Estate Holdinas, LtC on17-28-2022.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 03, 2023 Print Name Kenneth Elliott, agent for Edenton Real Estate Holdings, LLC
and Albemarle Boats
Signature �—��-C�,o 11J —
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
w.nccoastallm. ;

Permit Class
RENEWAL/
MAINTENANCE-5 STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
ikrmft
for
_2L Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
44-01
Issued to _ Edenton Real Estate Holdings LLC., 5752 South US Highway 117, Wallace. NC 28466
Authorizing development in Chowan County adjacent to the Albemarle Sound south side of SR
1119, in the Town of Edenton , as requested in the permittee's application letter dated
3/3/22.
This permit, issued on March 7, 2022 , 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 vermit to be null and void.
1) This Renewal shall be attached to the original of Permit No. 44-01, which was transferred to the
permittee on 2/9/18, as well as all subsequent renewals, refinements and modifications, and copies of
all documents shall be readily available on site when a Division representative inspects the project for
compliance.
2) All conditions and stipulations of the active permit remain in force under this Renewal.
(See attached sheet for additional conditions.)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date.
This permit must be accessible on -site to Department
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, 2026
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Edenton Real Estate Holdings LLC.
ADDITIONAL CONDITIONS
Maintenance Clause
Permit No. 44-01
Page 2 of 2
3) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a
representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
NOTE: The N.C. Division of Water Resources has assigned the proposed project DWR Project No. 01-
0088.
NOTE: The U.S. Army Corp of Engineers has assigned the proposed project COE Action Id. No. SAW-
2001-120366.
NOTE: A permit renewal application processing fee of $100 was received by DCM for this project.

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BCH IMP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Edenton Real Estate Holdings, LLC
Albemarle Boats Breakwater & Shoreline Project
Applicant 1: First Name
MI
Last Name
Manager - Jeffrey
B
Turner
Applicant 2: First Name
MI
Last Name
n/a
n/a
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5752 US Hwy 117 South
160
Wallace
NC
ZIP
Country
Phone No.
FAX No.
28466
USA
1 ext.
Street Address (if different from above)
City
S tate
ZIP
Same
Same
Same
-Same
Email
n/a
2. AgentContractor Information
Business Name
Elliott Consulting
Agent/ Contractor 1: First Name
MI
Last Name
Kenneth
C
Elliott
Agent/ Contractor 2: First Name
MI
Last Name
n/a
n/a
n/a
Mailing Address
PO Box
City
State
202 Elliott Road
112
A dlett
NC
ZIP
Phone No. 1
Phone No. 2
27916
252 - 339
- 9021 ext.
252 - 377 7479 ext.
FAX No.
Contractor #
n/a
n/a
Street Address (if different from above)
State
ZIP
Same
7Same
Same
-Same
Email
ken kenobx.com
<Form continues on back>
nt.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan
142 & 142C Midway Drive
1119
Subdivision Name
City
State
Zip
Fourth / Cape Colony
Edenton
NC
27932
Phone No,
Lot No.(s) (if many, attach additional page with list)
252 - 482 - 7423 ext.
142 Midway Drive, 142C,Midway Drive
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Albemarle Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Chowan Count
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1043 ft
415,519 sq.ft. (2 parcels)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
142 - 83,156 sq.ft., 142C - 332,363 sq.ft.
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+8 ❑NHW or ®NWL
e. Vegetation on tract
Cypress & pine trees, scrub brush, mowed lawns.
f. Man-made features and uses now on tract 142C (aka 140) Midway Drive - Albemarle Boats industrial sport fishing &
recreational boat manufacturing facility (108,818 sq.ft.) includes gravel parking lot, gravel driveway, and 500-ft L x
12-ft W rip rap revetment. 142 (aka 144) Midway Drive has 6,686 sq.ft. combination boat shelter & garden apartme
174' pier/breakwater, 190' breakwater, 75' pier, 74' concrete walkway, 580' L chain link fence.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Albemarle Boats manufacturing facility extends into next westward parcel, then full growth woodland & swamp.
North - undeveloped scrub & brush. East - NCWRC Boat Ramp, then Albemarle Sound Dock Cc, LLC barge
loading & unloading facility.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Industrial, both parcels
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Edenton / Chowan Water & Wastewater Treatment Department
o. Describe existing drinking water supply source.
Chowan County Water Department
p. Describe existing storm water management or treatment systems. Stormwater drains from building through gutter & pipe to
stormwater ditch discharging offsite into swamp, does not drain directly to Albemarle Sound.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete. Project is to stabilize the water depth
inside the Albemarle Boats boat basin, used for launching, testing, docking & displaying new sport -fishing &
recreational boats manufactured there.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Preparation - mini -excavator or hand tools to dig trench & fill in afterward; breakwater repair - hand tools &
welding equipment; revetment construction - rock brought in by dump truck & unloaded, tracked excavator or
mini loader to put rock in place over silt -screen, loader & tractor to install & smooth backfill behind rock.
d. List all development activities you propose.
Excavate trench to access repair area on breakwater, cover breakwater slots with steel plate by toggle bolts or
welding, fill trench back in afterward, sow groundcover. Revetment - place 16-ft wide silt -screen in 105' line from
breakwater to boat house along NWL shoreline & up escarpment, place rip rap rock on silt -screen between NWL
& top of escarpment, backfill with sand & topsoil. level & add groundcover.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both - repair of existing breakwater, addition of new revetment to shoreline.
f. What is the approximate total disturbed land area resulting from the proposed project? 1 125 ®Sq.Ft or ❑Acres
600 sq.ft. @ breakwater (temporary), 525 sq.ft. @ revetment
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the State.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
' t;man��

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name Edenton-Chowan Partnership, Inc., Roland Vaughan, Director Phone No.
Address 101 W. Water Street, Edenton, NC 27932 252-482-2007
Name State of NC, c/o State Property Office (conservation easement) Phone No.
Address 1321 Mail Service Center, Raleigh, NC 27699-1321 919-807-4650
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #44-01 issued 2001 to Waff Contracting, transferred to GSM Properties, Inc, then transferred
to Edenton Real Estate Holdings, LLC, last renewal on 3-7-2022; CAMA Minor Development Permit #05-22 issued
to Edenton Real Estate Holdinas, LtC on17-28-2022.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 03, 2023 Print Name Kenneth Elliott, agent for Edenton Real Estate Holdings, LLC
and Albemarle Boats
Signature �—��-C�,o 11J —
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
w.nccoastallm. ;

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
meter
(excluding
shoreline
(NLW or
NWL)
Revetment
stabilization
Length
105 ft
Width
16 ft
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL (--]None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes [--]No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB), ❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 'i-888-4111COAST :: www.nccoastalmanAaeemet t,tje� revises a_ _<o;106

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a Tvne of shoreline stabilization: b. Length: 105 ft
❑Bulkhead ®Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
6.85 ft waterward of NWL
Width: 16 ft
d. Maximum distance waterward of NHW or NWL:
10.25 ft
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
Rip rap stone and clean broken concrete, no steel ®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 670 sq.ft.
Breakwater/Sill Other
i. Source of fill material.
1 ftGoogle Earth historic imagery
h. Type of fill material.
Vulcan Materials for rip rap stone, offsite stockpile of concrete
Rip rap granite stone, clean broken concrete slab
screened for no metal.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a (h Will fill material be brouaht to the site? MYes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area 105' long x 5' Wide x 1' deep
(iv) Purpose of fill
Backfill for rip rap stone revetment
submerged aquatic vegetation (6Av), sneii oonom (6b), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAv ❑SB
❑WL ®None
(ii) Describe the purpose of the fill in these areas:
n/a
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Stockpiled fill sand kept behind silt fence. Backhoe, tracked mini -loader, tracked excavator
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
n/a
June 3, 2023
Date
Albemarle Boats Breakwater & Shoreline Project
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
Edenton Real Estate Holdings, LLC
Applicant Name
Applicant Signature Kenneth Elliott, agent for
Edenton Real Estate Holdings, LLC
and Albemarle Boats
251-aoa-z8ou c. '[-€ 88-4RCOAS II .: wyvvy.ni;roa5talmae�. eevi— .... r06

June 03, 2023
State of North Carolina
c/o State Property Office
1321 Mail Service Center
Raleigh, NC 27699-1321
To Whom It May Concern:
Elliott Consulting
202 Elliott Road, PO Box 112
Aydlett, North Carolina 27916
Phone: [phone]
I am writing to you on behalf of Edenton Real Estate Holdings, LLC, 5752 US Hwy. 117, Wallace, NC 28466,
owner of two parcels at 142 and 142C Midway Drive, Edenton, NC 27932, who is applying for an NC Division
of Coastal Management CAMA Major Permit #44-01 Modification for a construction project to repair and modify
the Edenton Boats boat basin. The applicant's two parcels are adjacent and riparian to an NC Conservation
Easement at 142C Midway Drive managed by your office. The specifics of the proposed work are in the enclosed
application forms, drawings, and narrative.
Intended work requiring approval from NC Coastal Management includes:
• Repair and cover breakwater slots along 114 feet of the western breakwater wall of the boat basin, which
have allowed sand to migrate to the interior of the boat basin and causing shoaling.
• Construct a 16-ft wide rip rap and concrete revetment along a 105-ft long section of the northwest non -
stabilized shoreline inside the boat basin.
As an adjacent riparian property manager to the aforementioned project, I am required to notify you of the
development to give you the opportunity to comment on the project. Please review the attached riparian owner
notification statement form, narrative, and drawings. If you have no objections to the project, please indicate
as such at the bottom of the enclosed owner's statement and then return the statement to my office in the
enclosed self-addressed stamped envelope. If it would be more convenient, you can also scan and email the
signed form to my office at [e-mail].
Should you have any objections to this proposal, please send your written comments to Ms. Cynthia Rountree,
NCDEQ Division of Coastal Management, 401 S. Griffin St., Suite 300, Elizabeth City, NC 27909 within 30 days
of your receipt of this notice. Such comments will be considered by the Division in reaching a final decision on
the application. No comment within 30 days of your receipt of this notice will be considered as no objection.
If you have any questions on this project, please call me at 252-339-9021, or e-mail me at ken(aenoba.com.
Mr. Burch Perry, General Manager of Albemarle Boats, can also be reached at his office at 252-482-7423 or by
email at [e-mail].
Edenton Real Estate Holdings appreciates your consideration of this project.
Thank you,
Ken Elliott
Elliott Consulting
06/03/2023

[e-mail]
From: [e-mail]
Sent: Monday, August 21, 2023 4:48 PM
To: '401 [e-mail]'
Cc: 'Cynthia Rountree'
Subject: CAMA Major Permit - Pre -Filing Meeting Request - Albemarle Boats, Edenton, NC
Attachments: Albemarle Boats Project Narrative 071723.pdf
To Whom It May Concern:
Edenton Real Estate Holdings, LLC, is applying to the NC Division of Coastal Management to modify an existing
breakwater at the Albemarle Boats manufacturing facility boat basin in Edenton, NC, for improved stability of the basin
and improved access by large boats inside the basin as it was originally designed. This application is a modification of
their existing CAMA Major Permit #44-01 and this email serves as a Pre -Filing Meeting Request. Please let me know if
you have any questions.
Attached is a copy of the Project Narrative submitted to CAMA.
Thank you,
Ken Elliott
Elliott Consulting, LLC
PO Box 112
Aydlett, NC 27916 USA
Phone: [phone]
Email: [e-mail]

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: Edenton Real Estate Holdings, LLC
2. LOCATION OF PROJECT SITE: 142 & 142C Midway Drive Edenton, NC 27932
Longitude:-76.56558 Latitude: 36.01068
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
9/1/2023
check exisitng conditions
No
2/10/2023
Meet to discuss project with Ken and Jimmy
Yes
5. PROCESSING PROCEDURE -
Application Received
Application Complete
Regional Office
9/9/2023
9/20/2023
1 DCM - Elizabeth City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Chowan County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Shoreline, Public Trust Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: Central & Municipal
Planned: N/A
(F) Type of Structures:
Existing: Boat basin(slip), Boat slips, Boathouse, Finger pier, Other(wetslip), Pier
or dock, Breakwater, Riprap, Highway/street, Non-resident. bldg./mix use, Parking lot
Planned: Breakwater, Riprap(below MHW/NHW), High ground disturbance
(G) Estimated Annual Rate of Erosion: 1 ft per year
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED (ft)
OTHER (ft)
A Open Water
CW's above NHW
C CW's below NHW
Shallow Bottom
670
High Ground
1535
510
Non -Coastal WL
(E) Total Area Disturbed: 2715 ff
(F) Primary Nursery Area: No
(G) Water Classification: SB: Primary Contact Recreation, Tidal Salt Water
Open to Shellfishing: No
Field Investigation Report: Edenton Real Estate Holdings, LLC
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
The applicant proposes to cover existing slats on 114 feet of the existing steel breakwater and
place 16 foot by 105 foot of riprap along the shoreline of the existing boat basin with backfill.
9. NARRATIVE DESCRIPTION:
The site of the proposed for development is located at 142 & 142C Midway Drive in Chowan
County. The properties to the east and west are commercial properties one contains a boat
ramp and parking area and the other is a vacant lot.
Vegetation on the site includes, but is not limited to, indigenous yard grass, and Loblolly pine
(Pious taeda). Soil Types include Dogue fine sandy loam (DgA). The property has an
elevation of approximately 4 feet above normal water level (NWL) 70 feet from the shoreline.
Currently there is an commercial building onsite along with a boat basin created by groins and
breakwaters, docking with finger piers creating 8 slips, a boathouse, driveway and gravel
parking area, as well as riprap along the edge of the grasses upland area.
The water classification for this area is Primary Contact Recreation, Tidal Salt Water (SB), and
is closed to shellfishing. The water depths within the project area range from 1 foot to 1.5 feet
and average 1.3 feet. When the site visit was conducted there was no Submerged Aquatic
Vegetation present in the proposed project area.
The permit history at this location consists of Major Permit 44-01 issued April 16, 2001 to
Waff Contracting that authorized the breakwater and dredging to create the existing basin
along with bulkheading, that was never constructed, the docks and finger piers, boat ramp, and
travel lift. This permit was transferred in December of that same year to J. Scott Harrell, Jr..
Again, in October of 2011 to GSM Properties, LLC then to Edenton Real Estate Holdings,
LLC in December of 2017. A maintenance clause was added to the permit in 2014.
10. PROJECT DESCRIPTION:
The applicant proposes to modify 114 feet of the existing 176 foot breakwater located on the
western side of the existing boat basin by covering the cut slits to help prevent the movement
of sand across the breakwater into the basin. The applicant proposes to cover these slats by
excavating a 102 foot long trench along the outside of the western breakwater to about 3 feet
and will then cover the slats with a steal plate using a bolt or welding. The applicant also
proposes to place 105 foot for riprap 16 foot wide along the shoreline at the northwestern end
of the existing boat basin with backfill to level out the upland area behind the riprap. The
riprap will average 6.85 feet waterward of Normal Water Level with a maximum of 10.25 feet
waterward using granite.
11. ANTICIPATED IMPACTS:
The proposed development will result in:
- the filling of 1,535 square feet and disturbance of 510 square feet of Estuarine Shorelines and
Public Trust Shoreline Area of Environmental concern
- the filling of 670 square feet of Estuarine Waters and Public Trust Area
Field Investigation Report: Edenton Real Estate Holdings, LLC
DCM Major Permit
Page 12

Temporary turbidity will possibly occur during construction.
Name: Cynthia Rountree
Date: 09-25-2023
Office: DCM - Elizabeth City Regional Office
Field Investigation Report: Edenton Real Estate Holdings, LLC
DCM Major Permit
Page

Filed: 08/30/2017 03:01:13 PM
Lynn C. Gilliard, Register of Deeds
Chowan County, NC
Revenue Tax: $1,280.00
Land Transfer Tax: $6,400.00
Book
498 PAGE
�3I15(3)
410910 I�I�III
NORTH CAROLINA Delinquent taxes, if any, to be paid by the
CHOWAN COUNTY closing attorney to the county tax collector
Excise Tax (.2%): $1280.00 upon disbursement of closing proceeds.
Land Transfer Tax (1%): $6,400.00
Parcel #: 781300919800 & 782317025242
Prepared by: Windy H. Rose, Attorney at Law, . : Box 54, Columbia, NC 27925
Return to: Windy H. Rose, Attorney at Law, .O Box 54, Columbia, NC 27925
NORTH CAROLINA GENERAL WARRANTY DEED
144 Midway Drive 1.909 Ac. +/-
129 Midway Drive 12.77 Ac.
Sr, Au�ji J -
This DEED is made on this the ' day of July, 2017 by and between:
GRANTOR: GSM Properties, LLC, 8930 Hwy 39 South, Zebulon, NC
27597
GRANTEE: Edenton Real Estate Holdings, LLC, 5752 South US Highway
117, Wallace, NC 28466
The designation of 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 required by context.
WITNESSETH, that the Grantor, for 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 of that certain lot or parcel of land situated in the Fourth Township, Chowan
County, North Carolina described as follows:
TRACT ONE: 144 Midway Drive, Edenton, Chowan County, North Carolina 27932. Chowan
County Parcel #781300919800:
That certain tract or parcel of land containing 1.909 acres designated as "PARCEL ONE" according to
a plat of survey prepared by Josiah A. Webb, III, Registered Surveyor, dated May 22, 2000 and
recorded in Plat Cabinet 1, Slide 190A of the Office of Register of Deeds for Chowan County.
TOGETHER WITH a right-of-way and easement for ingress, egress, provision of utilities and all other
lawful purposes extending from the Western margin of the right-of-way of N.C. State Road 1119 to the
above described parcel, shown and designated as "Private R/W 30" on the inset on plat entitled
"EDENTON-CHOWAN DEVELOPMENT CORPORATION" prepared by Josiah A. Webb, III,
Registered Surveyor, dated March 22, 1999 and recorded in Plat Cabinet 1, Slide 180A of the Office of
Register of Deeds for Chowan County.
TOGETHER WITH a right-of-way and easement for ingress, egress, provision of utilities and other
services, and all other lawful purposes shown and designated as "Private R/W 50"' on the inset on plat
entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION" prepared by Josiah A. Webb,
III, Registered Surveyor, dated Marclt 22, 1999 and recorded in Plat Cabinet 1, Slide 180A of the
Office of Register of Deeds for Chowan County.

Book 498
Page 316
SUBJECT TO that certain 20 foot wide sewer easement as shown on plat recorded in Plat Cabinet 1,
Slide 121-E of the Office of Register of Deeds for Chowan County, the center line of which is shown
on plat entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION' prepared by Josiah A.
Webb, III, Registered Surveyor, dated March 22, 1999 and recorded in Plat Cabinet 1, Slide 180A of
the Office of Register of Deeds for Chowan County.
SUBJECT TO a general easement and right-of-way for purposes of ingress, egress, regress, provision
of utilities and all other lawful purposes, across the existing 50 foot and 30 foot roadways on the above
described 'PARCEL ONE" which extend in a generally southwesterly direction to 'PARCEL TWO"
as shown on the plat recorded in Plat Cabinet 1, Slide 190A of the Chowan County Registry. Said
general easement and right-of-way across the above -described and herein conveyed 'PARCEL ONE"
shall at all times be of sufficient maintained width to provide access by the largest of industrial -type
highway licensed vehicles and by any off highway -type industrial vehicles utilized on 'PARCEL
TWO".
TRACT TWO: 129 Midway Drive, Edenton, Chowan County. North Carolina 27932, Chowan
County Parcel #782317025242:
That certain tract or parcel of land lying and being in Fourth Township, Chowan County, North
Carolina, situated on the East side of Midway Drive and being Parcel One, 12.756 acres, on that
certain plat of survey prepared by Josiah A. Webb, III, R.L.S., dated 9/2/99, and being more
particularly described thereon as follows, to -wit:
BEGINNING at an iron pin marking the intersection of the Northern right-of-way line of Country Club
Drive with the Eastern right-of-way line of Midway Drive, and running from said beginning point thus
established and along the Eastern right-of-way line of Midway Drive, North 06 deg. 13 min. 19 sec.
East 730.53 feet to an existing iron pin; thence on a common line with the land of Timmco, Inc. as
described on Plat of record in Plat Cabinet 1, Slide 173-13, South 83 deg. 46 min. 41 sec. East 1200.17
feet to an existing iron pin; thence along the Western line of the right-of-way line of Athol Lane, South
03 deg. 46 min. 17 sec. West 60.00 feet to a set iron pin; thence on a common line with the A. C.
James land, described as Parcel Two, North 83 deg. 46 min. 41 sec. West 415.37 feet to a set iron pin;
thence on another common line with the James land, South 03 deg. 43 min. 52 sec. West 425.30 feet to
a set iron pin; thence running North 66 deg. 52 min. 52 sec. West 180.79 feet to an existing iron pin;
thence running South 06 deg. 16 min. 16 sec. West 280.00 feet to an iron pipe found in the Northern
right-of-way line of Country Club Drive; thence along said right-of-way line, North 85 deg. 25 min. 44
sec. West 632.89 feet to the point and place of beginning.
All or a portion of the property herein conveyed does not include the primary residence of a
grantor.
Title to the property hereinabove described was acquired by the Grantor by instrument recorded
in Book 428, Page 572, Chowan County Registry.
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.
Grantor covenants to and with 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, subject to the exceptions hereinafter stated:
1. Ad valorem taxes for the year 2017 and subsequent years.
2. Easements of record.
3. Any local, county, state, or federal laws, ordinances. or regulations
relating to zoning, environment, subdivision, occupancy, use,
construction, or development of the subject property.
4. Restrictive covenants and the amendments thereto, if any, of record
in the aforesaid Public Registry.

Book 498
Page 317
IN WITNESS WHEREOF the said Grantor has hereunto set its hand and seal on the day and
the year first above written.
GSM Properties. LLC
(SEAL)
G. Scott MA56ughlin
Member -Manager
STATE OF NORTH CAROLINA,
COUNTY OF TYRRELL
I, SEAS a r+ /q ins t� a Notary Public of the County and State aforesaid, do
hereby certify that G. Scott McLaughlin, member/manager of GSM Properties, LLC, a limited liability
company, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument on behalf of the company.
St '+4ywTi
Witness my hand and official stamp or seal this I day of;*12017.
My commission expires: (.f %(Q
(SE
NOT
PUBA cY
A1C11111110%0l����``�
4'tw'Ell
Notary Public

Filed. 08130/2017 0101:14 PM
Lynn C. Gilliard, Register of Deeds
Chowan County, NC
Revenue Tax: $4,951.00
Land Transfer Tax: $24,753.00
Book
09w- 318 (a)
w
..i, 111111111110111111
NORTH C_AROLINA Delinquent taxes, if any, to be paid by the
CHOWAN COUNTY q R 5) • o a closing attorney to the county tax collector
Excise Tax (.2%): $4,9$1.00 upon disbursement of closing proceeds.
Land Transfer Tax (1%): $24,753.00
Parcel 11: 781300916844 & 781300911830
Prepared by: Windy H. Rose, Attorney at Law, P. x 54, Columbia, NC 27925
Return to: Windy H. Rose, Attorney at Law, P.O. ox 54, Columbia, NC 27925
NORTH CAROLINA GENERAL WARRANTY DEED
140 Midway Drive 7.63 Ac. +/-
Off Midway Drive 2.42 Ac. +/-
This DEED is made on this the i day of lulu. 2017 by and between:
GRANTOR: ALB Boats, Inc., formerly known as Albemarle Boats,
Inc., 8930 Hwy 39 South, Zebulon, NC 27597
GRANTEE: Edenton Real Estate Holdings, LLC, 5752 South US
Highway 117, Wallace, NC 28466
The designation of 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
required by context.
WITNESSETH, that the Grantor, for 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 of that certain lot or parcel of land situated in the
Fourth Township, Chowan County, North Carolina described as follows:
TRACT ONTE: 140 Midway Drive, Edenton, Chowan County, North Carolina 27932, Chowan
County Parcel 4781300916844:
All that certain 7.63 acre tract or parcel of land lying and being in Fourth Township, Chowan
County, North Carolina as delineated on that certain map or plat entitled "Albemarle Boats, Inc.,
Fourth Township, Chowan County, North Carolina", dated February 16, 2005 made by Josiah A.
Webb, III, P.L.S. No. L-2989 recorded in Plat Cabinet 2, Slide 191of the Chowan County
Public Registry, incorporated by reference herein. Same being a portion of Parcel Two, 10.046
acres as shown and delineated on that certain map or plat entitled "Edenton-Chowan
Development Corporation, Fourth Township, Chowan County, North Carolina", dated May 22,
2000 made by Josiah A. Webb, I1I, P.L.S. No. L-2989 recorded in Plat Cabinet 1, Slide 190A,
Chowan County Public Registry.
The 1.25 acre waterfront portion of said tract and parcel herein conveyed being SUBJECT TO
the terms, conditions and restrictions of that "Declaration of Covenants and Restrictions for
Conservation of Waterfront Property" declared by the Edenton-Chowan Development
Corporation in favor of the State of North Carolina and recorded in Book 266, Page 262 of the
Chowan County Registry, and being delineated as "Consen-ation Easement to the State of North

Book 498
Page 319
Carolina - 1.25 Acres Portion Of Total Tract on that certain plat recorded in Plat Cabinet 2, Slide
19H of the Chowan County Public Registry. Said 1.25 acre is a portion of the 2.179 acre
waterfront portion of Parcel Two delineated as "Conservation Easement to the State of North
Carolina - 2.179 acres portion of Parcel Two" on that certain plat of record in Plat Cabinet 1.
Slide 190A, Chowan County Public Registry.
The tract and parcel herein conveyed is also conveyed TOGETHER WITH and SUBJECT TO
that certain 20 foot wide sewer easement as shown on plat in Plat Cabinet 2, Slide 19H of the
Chowan County Public Registry and as further shown on the plat recorded in Plat Cabinet 1.
Slide 121 E of the Chowan County Public Registry. The center line of this sewer easement is
also shown on plat entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION"
prepared by Josiah A. Webb, III, R.L.S., dated March 22. 1999 and recorded in Plat Cabinet 1.
Slide 180A in the Office of the Register of Deeds for Chowan County.
TOGETHER WITH (BUT SUBJECT TO THE EXCEPTION HEREIN) a general easement and
right of way providing ingress, egress and regress to and from the 7.63 acre tract or parcel of
land herein conveyed and N.C. State Road 91119 (Midway Drive) across the existing roadways
on Parcel One 1.909 acres as shown on the plat in Plat Cabinet 1, Slide 190A of the Chowan
County Public Registry. Said general easement and right of way having been acquired by the
Edenton-Chowan Development Corporation in a Deed from Waff Contracting, Inc. recorded
September 7.2000 in Deed Book 266, Page 249 of the Chowan County Public Registry. Said
general easement and right of way across the Parcel One as shown on the plat in Plat Cabinet 1.
Slide 190A of the Chowan County Public Registry shall at all times be of sufficient maintained
width to provide access by the largest of industrial -type highway licensed vehicles and by any
off highway type industrial vehicles utilized on Parcel Two as shown on the plat of record in Plat
Cabinet 1, Slide 190A of which the 7.63 acre tract or parcel of land herein conveyed is a portion.
TOGETHER WITH (BUT SUBJECT TO THE EXCEPTION HEREIN) a right of way and
easement of ingress. egress, provision of utilities and all other lawful purposes extending from
the western margin of the right of way of N.C. State Road #1119 to Parcel One [Plat Cabinet 1,
Slide 190A of the Chowan County Public Registry] shown and designated as 'Private R/W 30"
on the inset on plat entitled "EDENTON-CHOWAN DEVELOPMENT CORPORATION"
prepared by Josiah A. Webb, III, R.L.S. dated March 22, 1999 and recorded in Plat Cabinet 1,
Slide 180A in Chowan County Public Registry.
TOGETHER WITH (BUT SUBJECT TO THE EXCEPTION HEREIN) a right of way and
easement for ingress, egress, provision of utilities and other services and all other lawful
purposes extending from the western margin of the right of way of N.C. State Road #1119 to
Parcel One [Plat Cabinet 1, Slide 190A of the Chowan County Public Registry] shown and
designated as 'Private R/W 50" on plat entitled "EDENTON-CHOWAN DEVELOPMENT
CORPORATION' prepared by Josiah A. Webb, III. R.L.S., dated March 22, 1999 and recorded
in Plat Cabinet 1, Slide 180A in the Chowan County Public Registry.
HOWEVER AND EXCEPTING, retained rights of Edenton-Chowan Development Corporation
to the described general easement and right of way providing ingress, egress, and regress across
existing roadways on Parcel One 1.909 acres as shown on the same plat above referenced, for the
specific purpose of administering and maintaining the terms and conditions of the above
described conservation easement on the 2.179 acre waterfront portion of Parcel Two as shown on
the plat of record in Plat Cabinet 1. Slide 190A of the Chowan County Public Registry which
expressly includes the 1.25 acres of said conservation easement on the 7.63 acre tract and parcel
herein conveyed.
TRACT TWO: Off Midway Drive, Edenton, Chowan County, North Carolina 27932, Chowan
County Parcel #781300911830:
All that certain tract or parcel of land lying and being in Fourth Township, Chowan County.
North Carolina and being an area comprising Parcel Two. 10.046 acres as shown and delineated
on that certain plat entitled "Edenton-Chowan Development Corporation, Fourth Township.
Chowan County, North Carolina". dated May 22. 2000 prepared by Josiah A. Webb, III, R.L.S.
No. L-2989 recorded in Plat Cabinet 1, Slide 190A, Chowan County Public Registry LESS AND
EXCEPT that certain 7.63 acre tract or parcel of land lying and being in Fourth Township,
Chowan County, North Carolina as delineated on that certain map or plat entitled "Albemarle

Book 498
Page 320
Boats, Inc.. Fourth Township, Chowan County, North Carolina", dated February 16, 2005
prepared by Josiah A. Webb, III. R.L.S. No. L-2989 recorded in Plat Cabinet 2, Slide 19H of the
Chowan County Public Registry (incorporated by reference herein) previously conveyed by
Edenton-Chowan Development Corporation to Albemarle Boats, Inc. by North Carolina General
Warranty Deed dated March 1. 2005 duly filed for record in the Chowan County Public Registry
The waterfront portion of said tract and parcel as described in and being SUBJECT TO the
terms, conditions and restrictions of that "Declaration of Covenants and Restrictions for
Conservation of Waterfront Property" declared by the Edenton-Chowan Development
Corporation in favor of the State of North Carolina and recorded in Book 266, Page 262 of the
Chowan County Registry, and being delineated as "Conservation Easement to the State of North
Carolina - 2.179 acres portion of Parcel Two" on that certain plat of record in Plat Cabinet 1.
Slide 190A, Chowan County Public Registry.
The tract and parcel herein conveyed is also conveyed SUBJECT TO that certain 20-foot wide
sewer easement as shown on plat in Plat Cabinet 2. Slide 19H of the Chowan County Public
Registry and as further shown on the plat recorded in Plat Cabinet 1, Slide 121E of the Chowan
County Public Registry. The center line of this sewer easement is also shown on plat entitled
"EDENTON-CHOWAN DEVELOPMENT CORPORATION" prepared by Josiah A. Webb, III,
R.L.S., dated March 22, 1999 and recorded in Plat Cabinet 1. Slide 180A in the Office of the
Register of Deeds for Chowan County.
HOWEVER AND EXCEPTING, retained rights of Edenton-Chowan Development Corporation
to the general easement and right of way providing ingress, egress and regress across existing
roadways on nearby Parcel One on the plat recorded in Plat Cabinet 1, Slide 190A, for the
specific purpose of administering and maintaining the terms and conditions of the
aforementioned "Declaration" as it restricts the Property herein described.
Title to the property hereinabove described was acquired by the Grantor by instrument
recorded in Book 334, Page 617 and Book 408, Page 588, Chowan County Registry.
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.
Grantor covenants to and with 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, subject to the exceptions hereinafter stated:
1. Ad valorem taxes for the year 2017 and subsequent years.
2. Easements of record.
3. Any local, county, state, or federal laws, ordinances. or
regulations relating to zoning, environment, subdivision,
occupancy, use, construction, or development of the subject
property.
4. Restrictive covenants and the amendments thereto, if any, of
record in the aforesaid Public Registry.

Book 498
Page 321
IN WITNESS WHEREOF the said Grantor has hereunto set its hand and seal on the
day and the year first above written.
ALB Boats, Inc.
BY: (SEAL)
G. Scott Mc ghlin, President
STATE OF NORTH CAROLINA,
COUNTY OF TYRRELL:
I, s s. n A A 5 a Notary Public of the County and State aforesaid,
do hereby certify that G. Scott McL utI ghlin personally appeared before me this day and
acknowledged that he is President of ALB Boats, Inc. a corporation, and that he, as President,
being authorized to do so, executed the foregoing instrument on behalf of the corporation.
st pma"s 1—
Witness my hand and official stamp or seal this I day of duly, 2017.
My commission expires: (c � 7L4) 17
(SEALk\�\-k4vrlii
N A /Hs`
PUBLIC
IC =
ifrflOW
Notary Public

CROSS SECTION DETAIL
BOAT BASIN BREAKWATER
ALBEMARLE BOATS
MIDWAY DRIVE, EDENTON, NC
PERQUIMANS COUNTY
EXISTING CORRUGATED STEEL BULKHEAD WITH CUT BREAKWATER SLOTS
UPLAND
A- NATURAL GROUND LEVEL LANDWARD OF REVETMENT
B - RIPRAP REVETMENT
C - SAND LEVEL OUTSIDE OF BASIN, WESTWARD OF BREAKWATER
D - NWL INSIDE OF BASIN, EASTWARD OF BREAKWATER
E - SAND LEVEL INSIDE OF BASIN, EASTWARD OF BREAKWATER
F - NWL OUTSIDE OF BASIN, WESTWARD OF BREAKWATER
G - TOP OF PIER WALKWAY
H - NORMALALBEMARLE SOUND WATER LEVEL
I - EXISTING BOTTOM OF SOUND
J - SAND COVERAGE OF BREAKWATER SLOTS OPEN TO INSIDE BASIN WAVE ACTION - 80 FT (NTS)
K - STEEPER SLOPE OF OUTSIDE SAND LEVEL TO NWL, OPEN SLOTS EVEN WITH SAND LEVEL & LANDWARD OF NWL,
SUBJECT TO OUTSIDE WAVE ACTION - 22 FT TO NWL (NTS)
L - NWL TO END OF BREAKWATER - 74 FT (NTS)
M - PROPOSED COVERAGE OF 74 BREAKWATER SLOTS - 114 FT, (NTS)
N - UNDISTURBED SLOTS TO END OF BREAKWATER - 62 FT (NTS)
O - BOTTOM LEVEL INSIDE BASIN AFTER MAINTENANCE DREDGING
FOOT OF BREAKWATER TO NWL - 102 FT
--ADDITIONAL PROPOSED COVERAGE OF SLOTS - 12 FT
NWL TO END OF BREAKWATER - 74 FT

BK0266PG0262
STATE OF NORTH CAROLINA
COUNTY OF CHOWAN
Filed for Record in the a-ce; cif the
'Register *feQGeh.clo.v-.0 C01i e 1Q
,
r �
at _:n ahe
and RE,:" 1,Z/w...... D_E!,D, in . � M_ Book
No.---�. I.��Pryf>vAir .- 9
Susan S`ouna, e -L. r of eeiis
_1_ r1l
DECLARATION OF COVENANTS AND RESTRICTIONS
For Conservation of Waterfront Property
THESE RESTRICTIVE COVENANTS ("Restrictive Covenants") are made
on this 3/= day of Ot(46(f7 , 2000, by and between EDENTON-CHOWAN
DEVELOPMENT CORPORATION, with an address at PO Box 241, Edenton, NC 21932
("Grantor") and the STATE OF NORTH CAROLINA, with its address c/o State Property
Office, 1321 Mail Service Center, Raleigh, NC 27699-1321 ("State" or "Grantee"), acting
solely through the North Carolina Clean Water Management Trust Fund, with its address at
IN 2313-B Executive Park Circle, Greenville, NC 27834 ("Fund").
A RECITALS & CONSERVATION PURPOSES
�i A. Grantor is the sole owner in fee simple of a parcel of a property being
"ZI approximately 2.179 acres immediately adjacent to the Albemarle Sound in Chowan County,
State of North Carolina and being all of that certain tract as more particularly described in
Exhibit A attached hereto and by this reference incorporated herein ("Property"); and
phi B. The Clean Water Management Trust Fund ("Fund") is an agency of the State•
of North Carolina ("State") and is authorized by Article 13A, Chapter 113 of the General
Statutes of North Carolina ("N.C.G.S.") to fmance projects and to acquire land and interests in
land, including conservation easements for riparian buffers for the purposes of providing
environmental protection for surface waters and urban drinking water supplies and establishing
a network of riparian greenways for environmental, educational, and recreational uses; and
C. Grantor previously received a grant from the Fund for acquisition of a larger
encompassing tract of real property in consideration of which Grantor has agreed that the
Property will be conserved and managed (including conducting any additional work consistent
with this Declaration) in a manner that will protect the quality of the waters of Albemarle
Sound and otherwise promote the public purposes authorized by Article 13A, Chapter 113 of
the N.C.G.S.
D. In order to ensure such conservation and management of the Property, the Fund
has required Grantor to grant State a conservation easement, which must be approved by the
Council of State and duly recorded (the "Conservation Easement"); and
E. Grantor has delivered to the Fund said Conservation Easement, however it has
not been approved by the Council of State, and
F. Fund and State require Grantor to record these restrictive covenants to ensure
appropriate conservation and management of the Property until such time as the Conservation
Easement is recorded.

NOW, THEREFORE, in coBsKid-eratioon6 ii P3eihi;'es and the mutual benefits recited
herein, together with other good and valuable consideration to Grantor and to the State as
protector of the public interests it promotes, the Grantor hereby adopts and declares the
Property subject to the restrictions hereinafter set forth, the purposes which are to provide
environmental protection for surface waters and to protect the wildlife and natural heritage
values of the Property.
ARTICLE I. DURATION OF RESTRICTIVE COVENANTS
These foregoing covenants and restrictions shall be construed to be covenants running with the
land and, with any amendments made pursuant to Section VI.E. herein, shall be binding and
effective until January 1, 2095, at which time they shall be automatically extended for
successive periods of five (5) years; provided that these restrictions and covenants may be
terminated at any time by recordation of an instrument of termination executed by Grantor and
State or by recordation by Grantor of a conservation easement covering the Property and
naming as grantee the State or its designee.
ARTICLE II. RIGHTS RESERVED TO GRANTOR
Grantor reserves certain rights accruing from ownership of the Property, including the
right to engage in or permit others to engage in uses of the Property that are not inconsistent
with the purpose(s) of these Restrictive Covenants. The following rights are expressly
reserved:
(A) To engage in passive recreational uses of the Property
(requiring no surface alteration of the land and posing no threat to conservation values),
including, without limitation, walking, fishing, or animal and plant observation; and,
(B) To allow public access to the property for the purpose of
conducting educational tours, scientific study, maintenance of the Property and any other
purpose consistent with maintaining the conservation value.
(C) To conduct any additional work on the property consistent with
this Declaration.
Notwithstanding the foregoing, Grantor and Grantee have no right to agree to any activity
that would result in the termination of this Conservation Easement.
ARTICLE III. PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purposes of these
Restrictive Covenants is prohibited. The Property shall be maintained in its natural, scenic,
wooded and open condition and restricted from any development or use that would impair or
interfere with the conservation purposes of these Restrictive Covenants set forth above.
Without limiting the generality of the foregoing, the following activities and uses are
expressly prohibited or restricted.
A. Industrial and Commercial Use. Industrial and commercial activities and any
right of passage for such purposes are prohibited.

BK0266PG026
B. Agricultural Timber Harvesting Grazm an Horticultural Use. Agricultural,
timber harvesting, grazing, horticultural and animal husbandry operations are prohibited.
C. Disturbance of Natural Features, Plants and Animals. There shall be no cutting
or removal of any trees or shrubs, nor disturbance of any existing vegetation, nor disturbance of
any natural features except as incidental to construction and maintenance of nature trails and
public access allowed hereunder. Fishing may be allowed pursuant to applicable State and local
rules and regulations. No hunting shall be allowed from the Property
D. Construction of Buildings and Recreational Use. There shall be no constructing
or placing of any structure, building, mobile home, asphalt or concrete or any other impervious
pavement, billboard or other advertising display, antenna, utility pole, tower, conduit, line, pier
landing, dock or any other temporary or permanent structure or facility on or above the
Property except for: structures consistent with the purpose of the Conservation Easement and
approved in advance of construction by the Grantee in writing; the placing and display of. no
trespassing signs; local, state or federal traffic or similar information signs; for sale or lease
signs; fencing; signs identifying the conservation values of the Property, and/or signs
identifying the Grantor as owner of the Property, the conservation purposes to which it is
restricted and that the State is the source of funding for the acquisition of this Property;
educational and interpretative signs; identification labels; or any other similar temporary or
permanent signs reasonably satisfactory to the Fund and approved in advance of placement by
the Grantee in writing
E. Mineral Use, Excavation, Dredging. There shall be no filling, excavation,
dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals or other
materials, and no change in the topography of the land in any manner except as approved in
advance in writing by the Grantee as necessary for the purpose of combating erosion or
incidental to any conservation management activities otherwise permitted in these Restrictive
Covenants.
F. Wetlands and Water Quality. There shall be no pollution or alteration of water
bodies and no activities on the Property that would be detrimental to water purity or that would
alter natural water levels, drainage, sedimentation and/or flow in or over the Property or into
any surface waters, or cause soil degradation or erosion nor diking, dredging, alteration,
draining, filling or removal of wetlands, except activities to restore natural hydrology or
wetlands enhancement as permitted by State and any other appropriate authorities.
G. Dumping. Dumping of soil, trash, ashes, garbage, waste, abandoned vehicles,
appliances, or machinery, or other materials on the Property is prohibited.
H. Conveyance and Subdivision. The Property may not be subdivided, partitioned,
nor conveyed except in its current configuration as an entity or block of property.
ARTICLE IV. ENFORCEMENT AND REMEDIES
A. Enforcement. To accomplish the purposes of these Restrictive Covenants,
Grantee is allowed to prevent any activity on or use of the Property that is inconsistent with the
purposes of these Restrictive Covenants and to require the restoration of such areas or features
of the Property that may have been damaged by such activity or use. Upon any breach of the
terms of these Restrictive Covenants by Grantor that comes to the attention of the State, the
State shall notify the Grantor in writing of such breach. The Grantor shall have ninety (90)
days after receipt of such notice to begin undertaking actions that are reasonably calculated to

correct promptly the conditions cotdtitldtg sch`brh6f the breach remains uncured after
ninety (90) days, the State may enforce these Restrictive Covenants by appropriate legal
proceedings including damages, injunctive and other relief The State shall also have the
power and authority: (a) to prevent any impairment of the Property by acts which may be
unlawful or in violation of these Restrictive Covenants; (b) to otherwise preserve or protect its
interest in the Property; or (c) to seek damages from any appropriate person or entity. The
rights and remedies of the State provided hereunder shall be in addition to, and not in lieu of
all other rights and remedies available to the State in connection with this Declaration of
Covenants and Restrictions, including, without limitation, those set forth in the Grant
Agreement under which these Restrictive Covenants were obtained.
B. Inspection State, its employees and agents and its successors and assigns,
have the right, with reasonable notice, to enter the Property at reasonable times for the purpose
of inspecting the Property to determine whether the Grantor, Grantor's representatives, or
assigns are complying with the terms, conditions and restrictions of these Restrictive
Covenants.
C. Acts Beyond Grantor's Control Nothing contained in these Restrictive
Covenants shall be construed to entitle State to bring any action against Grantor for any injury
or change in the Property caused by third parties, resulting from causes beyond the Grantor's
control, including, without limitation, fire, flood, storm, and earth movement, or from any
prudent action taken in good faith by the Grantor under emergency conditions to prevent, abate,
or mitigate significant injury to life, damage to property or harm to the Property resulting from
such causes.
D. Cost of Enforcement Any cost incurred by Grantee in enforcing the terms of
these Restrictive Covenants against Grantor, including, without limitation, any cost of
restoration necessitated by Grantor's acts or omissions in violation of the terms of these
Restrictive Covenants, shall be borne by Grantor.
E. No Waiver. Enforcement of the Restrictive Covenants shall be at the
discretion of the Grantee and any forbearance by Grantee to exercise its rights hereunder in the
event of any breach of any term set forth herein shall not be deemed or construed to be a
waiver by Grantee of such term or of any subsequent breach ofthe same or of any other term of
these Restrictive Covenants or of Grantee's rights. No delay or omission by Grantee in
exercise of any right or remedy shall impair such right or remedy or be construed as a waiver.
ARTICLE V. DOCUMENTATION AND TITLE
A. Property Condition. The parties acknowledge that the Property is currently
undeveloped land, with no improvements, other than as described in Exhibit A, and easements
and rights of way of record.
B. Title. The Grantor covenants and represents that the Grantor is the sole owner
and is seized of the Property in fee simple and has good right to establish the aforesaid; that
there is legal access to the Property, and that except as otherwise approved by Grantee and
noted by reference herein, the Property is free and clear of any and all encumbrances except
easements of record which will not nullify, impair or limit in any way the terms or effect of
these Restrictive Covenants, and an acquisition Deed of Trust; Grantor shall defend its title
against the claims of all persons whomsoever, and Grantor covenants that the State shall have
the benefit of all of the benefits derived from and arising out of the aforesaid Restrictive
Covenants.

BK0266PG0266
ARTICLE VI. MISCELLANEOUS
A. Subsequent Transfers. Grantor and Grantee acknowledge that Grantor has
heretofore granted the Lessee of the Property and underlying larger tract of real property an
option to purchase the Property subject to these Restrictive Covenants and the Conservation
Easement. Grantor agrees for itself, its successors and assigns, to notify State in writing of the
names and addresses of any party to whom the Property or any part thereof is to be transferred
at or prior to the time said transfer is consummated. Any transferee or assignee of the Property
shall take title subject to these Restrictive Covenants and subject to Grantor's obligation to
grant State the conservation easement as set forth herein, and shall perform all such acts as
shall be necessary to effect the transfer. Grantor, for itself, its successors and assigns, further
agrees to make specific reference to these Restrictive Covenants in a separate paragraph of any
subsequent lease, deed or other legal instrument by which any interest in the Property is
conveyed. In the event of transfer of the property subject to this Conservation Easement,
Grantor may reserve for itself such easement rights as it considers necessary.
B. Extinguishment. In the event this Conservation Easement is extinguished as
the result of a final judicial proceeding in the nature of the assertion of an imminent domain
claim, the Grantor shall be entitled to share in the net proceeds resulting from the
extinguishment in amounts equal to the proportionate value that the Conservation Easement,
at the time of its execution, bears to the property as a whole at that time.
C. Conservation PjgWse.
(1) The parties hereto recognize and agree that the benefits of these
Restrictive Covenants are in gross and assignable, provided, however that the Grantee hereby
covenants and agrees, that in the event it transfers or assigns its interest in these Restrictive
Covenants, the organization receiving the interest will be a qualified organization as that term
is defined in Section 170(h)(3) of the Internal Revenue Code of 1986 (or any successor
section) and the regulations promulgated thereunder, which is organized or operated primarily
for one of the conservation purposes specified in Section 170(h)(4)(A) of the Internal Revenue
Code, and the Grantee further covenants and agrees that the terms of the transfer or assignment
will be such that the transferee or assignee will be required to continue to carry out in
perpetuity the conservation purposes that the contribution was originally intended to advance,
set forth in the Recitals herein.
(2) Unless otherwise specifically set forth in these Restrictive Covenants,
nothing herein shall convey to or establish for the public a right of access over the Property.
D. Recording. State shall record this instrument and any amendment hereto in
timely fashion in the official records of Chowan County, North Carolina, and may re-record it
at any time as may be required to preserve its rights or the rights and interests of the State.
E. Notices. All notices, requests or other communications permitted or required
by this Agreement shall be sent by registered or certified mail, return receipt requested,
addressed to the parties as set forth above, or to such other addresses such party may establish
in writing to the other. All such items shall be deemed given or made three (3) days after being
placed in the United States mail as herein provided. In any case, where the terms of these
Restrictive Covenants require the consent of any party, such consent shall be requested by
written notice. Such consent shall be deemed denied unless, within ninety (90) days after

�8 o2 6�Pc1261
receipt of notice, a written notice o a prova an the reason therefore has been mailed to the
party requesting consent.
F. Amendments. Grantor shall not amend these Restrictive Covenants except with
the consent of the State. Any amendment(s) shall be effective upon recording in the public
records of Chowan County, North Carolina.
G. Environmental Condition of Property. The Grantor warrants, represents and
covenants to the State that to the best of its knowledge after appropriate inquiry and
investigation that: (a) the Property described herein is and at all times hereafter will continue to
be in full compliance with all federal, state and local environmental laws and regulations, and
(b) that Grantee is unaware of any hazardous materials, wastes, or other environmentally
regulated substances, or other adverse environmental conditions in, on or under the Property,
and the Grantor will not allow such uses or conditions.
H. Entire Agreement. This instrument and the Conservation Easement sets forth
the entire agreement of the parties with respect to the Restrictive Covenants and supersedes all
prior discussions, negotiations, understandings or agreements relating to the Restrictive
Covenants. If any provision, or portion thereof is found to be invalid, the remainder of the
provisions of these Restrictive Covenants and portions thereof, and the application of such
provision and portion thereof to persons or circumstances other than those as to which it is
found to be invalid, shall not be affected hereby, and shall be fully valid and enforceable to the
fullest extent and duration allowed by applicable law. The party(ies) hereto intends this
document to be an instrument executed under seal. If any party is an individual, partnership or
limited liability company, such party hereby adopts the word "SEAL" following his/her
signature and the name of the partnership or limited liability company as his/her/its legal seal.
The Recitals set forth above and the Exhibits attached hereto are incorporated herein by
reference.
1. Indemnity. The Grantor agrees to the fullest extent permitted by law, to
defend, protect, indemnify and hold harmless the State from and against all claims, actions,
liabilities, damages, fines, penalties, costs and expenses suffered as a direct or indirect result of
any violation of any federal, state, or local environmental or land use law or regulation or of the
use or presence of any hazardous substance, waste or other regulated material in, on or under
the Property.
J. Interpretation. These Restrictive Covenants shall be construed and interpreted
under the laws of the State of North Carolina, any ambiguities herein shall be resolved so as to
give maximum effect to the conservation purpose sought to be protected herein.
K. Parties. Every provision of these Restrictive Covenants that apply to the
Grantor or to the Grantee shall likewise apply to their respective successors, assigns and
grantees and all other successors in interest herein.
L. Mereer. The parties agree that the terms of these Restrictive Covenants shall
survive any merger of the fee and easement interest in the Property.
M. Subsequent Liens. No provisions of these Restrictive Covenants shall be
construed as impairing the ability of Grantor to use this Property for collateral for borrowing
purposes, provided that any mortgage or lien arising therefrom shall be subordinated to these
Restrictive Covenants.

BK0266PGO268
IN WITNESS WHEREOF, Grantor, by authority duly given, has hereunto caused
these presents to be executed by their respective officers and its seal affixed, to be effective
the day and year first above written.
GRANTOR: ENTON OWAN DEVELOPMENT CORPORATION
By:
Title: Chairman, Board of Directors
ATTEST:
[SEAL]
Title: Secretary, Board of Directors serlZ.
STATE OF NORTH CAROnLINA
� PC —
COUNTY OF CM U I MANS
I, Cbr r i e Notary Public, do hereby certify that 5YEL E"
personally came befo me this day and acknowledged that he/she is Secretary of th
EDENTON CHOWAN DEVELOPMENT CORPORATION, a North Carolina corporation
and that by authority duly given and as the act of the corporation the foregoing instrument was
signed in its name by the Chairman, Board of Directors, sealed with its corporate seal, and
attested by him as its Secretary.
Witness my hand and notarial seal, this the. �day of Pr UGt SST , 2000,
0an) c a r) - h- L' Oc
Notary Public
My commission expires:
STATE OF NORTH CAROLINA
CROWAN COUNTY
The foregoing certificate(X) of CARRIE D. BRIDGERS
be correct.
This ?Nay of SEPTEMBER 2000.
SUSAN S. ROUNTREE
Register of Deeds
1,Y y , 0
DEPUTY REGIOTER OF DEEDS
RECORDED & VERIFIED:
SEE ATTACHMENT PAGE #269
UQ�'apTAlq j„ �. QN
1 `, 'CU .\G i ?
y
p�p,,gNS1GO0,,,°•
Notaries Public,�sPc Alffed �oS OF NC
T,.4TE

890266PG0269
EXHIBIT A
All that certain lot or parcel of land situated in Fourth Township, Chowan County, NC
owned by the Edenton-Chowan Development Corporation and as shown on a survey map as
"2.179 acres Portion of Parcel Two" subject to a "Conservation Easement to State of North
Carolina"; said map prepared by Josiah A. Webb, III, RLS # L-2989 dated May 22, 2000 and
recorded in Plat Cabinet 1, Slide 190A of the Chowan County Registry; and more particularly
described as: Beginning at an existing iron pin being the southwest corner of the public 60 ft.
right of way of NCSR 1119 "Midway Drive" where State Maintenance of said road ends and
being the northwest corner of land now or formerly owned by Union Camp Corporation; from
said beginning point following a computed bearing of South 78 degrees 19 minutes 44 seconds
West and a distance of 293.50 feet to the POINT AND PLACE OF BEGINNING being a set iron
pin lying in the boundary between Parcel One and Parcel Two of said survey map; running from
said POINT AND PLACE OF BEGINNING along said boundary the following courses and
distances: South 06 degrees 58 minutes 03 seconds West 91.29 feet to a point being a set iron pin;
South 06 degrees 58 minutes 03 seconds West 28.71 feet to a point at the edge of the Albemarle
Sound; running thence westerly,along the shoreline of the Albemarle Sound as it now exists the
following courses and distances: North 76 degrees 26 minutes 34 seconds West 126.39 feet to a
point; North 88 degrees 1 I minutes 18 seconds West 206.87 feet to a point; North 88 degrees 39
minutes 37 seconds West 229.63 feet to a point; South 85 degrees 25 minutes 15 seconds West
257.98 feet to a point; running thence along the boundary between Parcel Two and Parcel Three
the following courses and distances: North 06 degrees 56 minutes 10 seconds East 50.69 feet to a
point being an existing metal fence post; North 06 degrees 56 minutes 10 seconds East 240.31
feet to a point being a set iron pin; running thence the following courses and distances: North 85
degrees 25 minutes 15 seconds East 118.76 feet to a point being a set iron pin; South 06 degrees
56 minutes 10 seconds West 209.71 feet to a point being a set iron pin; South 88 degrees 26
minutes 12 seconds East 550.00 feet to a point being a set iron pin; North 06 degrees 58 minutes
03 seconds East 49.60 feet to a point being a set iron pin; South 76 degrees 26 minutes 34
seconds East 150.00 feet to the set iron pin being the POINT AND PLACE OF BEGINNING;
being 2.179 acres as shown on the aforementioned recorded map.

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MAJOR PERMIT)
CERTIFIED MAIL RETURN RECEIPT REQUESTED or HAND DELIVERED
June 03, 2023
Date
Edenton-Chowan Partnership, Inc.
Name of Adjacent Riparian Property Owner
101 West Water Street
Address
Edenton, NC 27932
City, State Zip
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that I am applying for a CAMA Major permit to
repair and modify 114 feet of an existing boat basin breakwater, and construct a 105-ft riprap revetment on shoreline
on my property at Albemarle Boats, 142 and 142C Midway Drive, Cape Colony Subdivision, Edenton, NC 27932
in Chowan County, which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity, please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 30 days of receipt of this notice, it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments, please mark the appropriate statement below and send your correspondence to:
Ms. Cynthia Rountree, NC CAMA Officer, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909.
If you have any questions about the project, please do not hesitate to contact me at my address/number listed below, or by
email at: [e-mail].
Sincerely,
Kenneth Elliott, for Edenton Real Estate Holdings, LLC 252-339-9021 / [e-mail]
Property Owner's Name Telephone Number / Email Address
PO Box 112, Aydlett, NC 27916
Address
City
State
I have no objection to the project described in this correspondence.
I have objection(s) to the project described in this correspondence.
Adjacent Riparian Sig aturc Date
Edenton-Chowan Partnership, Inc.
Print or Type Name
101 West Water Street, Edenton, NC 27932
Address
City
252-482-2007
Telephone Number
State
Zip
Revised July 2021

■ CERTIFIED Mi
Domestic Mail Only
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Tracking Number:
70219950400155035474 0 �°' o.,n"rq
f '-
Copy Add to Informed Delivery [https:llinform eddeliver ru Edenton-Chowan PTP, Inc.
Roland vaughan, Director
,•: lcl west water Street
Edenton, NC 27932
Latest Update
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June 03, 2023
Elliott Consulting
202 Elliott Road, PO Box 112
Aydlett, North Carolina 27916
Edenton-Chowan Partnership, Inc. Phone: [phone]
Roland Vaughan, Director
101 West Water Street
Edenton, NC 27932
Dear Adjacent Owner:
I am writing to you on behalf of Edenton Real Estate Holdings, LLC, 5752 US Hwy. 117, Wallace, NC 28466,
owner of two parcels at 142 and 142C Midway Drive, Edenton, NC 27932, who is applying for an NC Division
of Coastal Management CAMA Major Permit #44-01 Modification for a construction project to repair and modify
the Edenton Boats boat basin. The applicant's two parcels are adjacent and riparian to your property at 140
Midway Drive. The specifics of the proposed work are in the enclosed application forms, drawings, and
narrative.
Intended work requiring approval from NC Coastal Management includes:
• Repair and cover breakwater slots along 114 feet of the western breakwater wall of the boat basin, which
have allowed sand to migrate to the interior of the boat basin and causing shoaling.
• Construct a 16-ft wide rip rap and concrete revetment along a 105-ft long section of the northwest non -
stabilized shoreline inside the boat basin.
As an adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development to give you the opportunity to comment on the project. Please review the attached riparian owner
notification statement form, narrative, and drawings. If you have no objections to the project, please indicate
as such at the bottom of the enclosed owner's statement and then return the statement to my office in the
enclosed self-addressed stamped envelope. If it would be more convenient, you can also scan and email the
signed form to my office at [e-mail].
Should you have any objections to this proposal, please send your written comments to Ms. Cynthia Rountree,
NCDEQ Division of Coastal Management, 401 S. Griffin St., Suite 300, Elizabeth City, NC 27909 within 30 days
of your receipt of this notice. Such comments will be considered by the Division in reaching a final decision on
the application. No comment within 30 days of your receipt of this notice will be considered as no objection.
If you have any questions on this project, please call me at 252-339-9021, or e-mail me at ken(a),kenobx.com.
Mr. Burch Perry, General Manager of Albemarle Boats, can also be reached at his office at 252-482-7423 or by
email at [e-mail].
Edenton Real Estate Holdings appreciates your consideration of this project.
Thank you,
(� - (FL " _- -.= i -
Ken Elliott
Elliott Consulting
06/03/2023

Albemarle Boats Breakwater & Shoreline Project
Modification of CAMA Major Permit #44-01 Project Narrative
Edenton Real Estate Holdings, LLC is applying to the NC Division of Coastal Management to modify an
existing breakwater at the Albemarle Boats manufacturing facility boat basin for improved stability of the
basin and improved access by large boats inside the basin as it was originally designed. Historically, CAMA
permitting allowed Albemarle Boats to construct the basin to provide a depth of -8 NWL for its 275-ft
width. However, approximately 100 feet of the basin width on the western side has continuing problems
with siltation entering the basin through a series of breakwater slots in the western wall of the basin, which
causes the need for repeated maintenance dredging of the basin. In an effort to alleviate the maintenance
frequency and prolong the basin performance, Edenton Real Estate Holdings proposes to cover the slots no
longer being used to flush the basin with flow from Albemarle Sound.
Additionally, Edenton Real Estate Holdings proposes to construct a 105-ft long riprap revetment along a
section of the north shoreline inside the basin. This section of shoreline has no hardened shoreline
protection and is located between riprap revetment adjacent westward and wood bulkhead adjacent
eastward. To protect this shoreline from boat wake in the restricted area basin and prevent an additional
source of erosive sedimentation in the basin, the applicant intends to construct this revetment.
Background:
Edenton Boatworks, LLC, d.b.a. Albemarle Boats, owned by Murphy Alternative Investments and located
on property owned by Edenton Real Estate Holdings, LLC (also a Murphy entity) is a private -owned boat
manufacturing facility, building recreational and sport fishing boats ranging from 27 feet to 53 feet in length.
The minimum draft of these boats ranges from 3 feet to 5 feet. Permitted water depth in the Albemarle
Boats boat basin is -8 NWL.
CAMA Major Permit 444-01 was originally issued in 2001 to start expansion of the existing boat basin at
the Albemarle Boats manufacturing facility, which was completed by 2007. Various permit renewals and
modifications allowed construction of the basin facilities as they appear today. In 2007, breakwater
construction was authorized along the western and southern bulkhead walls which allowed the flow of fresh
water to enter the basin that was intended to prevent stagnation of the water within. Figure 1 shows typical
breakwater construction at Albemarle Boats.
Figure 1— West Wall, Albemarle Boats Breakwater Construction, as built in 2007.
Page 1 of 9

In 2014, a 5-year maintenance dredging clause was added to the permit. Permit 444-01 has been
subsequently renewed with the maintenance clause, and currently expires in 2026.
From 2009 to 2012 the facility shoreline westward of the western breakwater experienced severe erosion,
toppling trees, losing beachfront, and formed a 4-ft tall escarpment along the shoreline.
MIRI_ MWd !tr np rap WW "10 W �...
7'.
Figure 2 —Albemarle Boats Shoreline Erosion West of Boat Basin, January 2012
In 2014, a permitted riprap revetment was constructed along the western shoreline, allowing deep water to
exist along the shoreline and along both sides of the western basin breakwater wall. Figure 3 shows
newly placed riprap revetment stabilizing the western shoreline.
Figure 3 —Albemarle Boats Shoreline Stabilization West of Boat Basin, April 2014
Page 2 of 9

By 2017, the western shoreline had stabilized with a sandy beach growing southward into Albemarle Sound.
Also in 2017, sand was starting to migrate eastward and pass through the sand -covered breakwater slots
into the basin. Figure 4 shows this migration starting.
Figure 4 — Stabilized Western Beach Showing Sand Migration Into Boat Basin, March 2017
By 2022, a stabilized sandy beach with foliage had grown 85 feet southward from the base of the revetment
into the Sound against the outside of the western breakwater wall, allowing sand migration through the wall
along the entire 85-ft length. Water depths inside the basin now ranged from +2 NWL to -3 NWL inside
the authorized western boat slips and rendering them useless.
Figure 5 — Continued growth of Western Shoreline with Sand Migration Into Boat Basin, May 2018
Page 3 of 9

Figure 6 —Approximate Beach Line with Rip Rap Revetment on Western Shoreline —August 2022
Figure 7 — Shoreline Photos Taken Outside & Inside of Boat Basin at 2nd Finger Pier, August 2022
Page 4 of 9

In November 2022 the boat basin was dredged under the Permit 444-01 maintenance clause over a 10,000
sqft area, removing approximately 1250 cubic yards of sand. Sand was undisturbed outside of the basin.
Within two weeks of completion of the dredging, sand again migrated into the basin due to winter storms
and southerly winds. Water depths inside the basin decreased rapidly along the western breakwater wall
and again rendered the inside slips useless. Figure 8 shows sand migration into the basin two weeks after
maintenance dredging.
Figure 8 — Sand Migration Into Basin Two Weeks After Maintenance Dredging, November 2022
r
Figure 9 — Sand Migration Inside Basin, November 2022
Page 5 of 9

Figure 10 — Sand Migration Inside Basin, November 2022
Figure 11—Albemarle Boats Basin, May 2023
Page 6 of 9

Construction Process:
Breakwater
A _ E
UPLAND
STING CORRUGATED STEEL BULKHEAD WITH CUT BREAKWATER SLOTS
1% --0- - -
KO L
M N
A - NATURAL GROUND LEVEL LANDWARD OF REVETMENT
B - RIPRAP REVETMENT
C - SAND LEVEL OUTSIDE OF BASIN, WESTWARD OF BREAKWATER
D - NWL INSIDE OF BASIN EASTWARD OF BREAKWATER
E - SAND LEVEL INSIDE OF BASIN, EASTWARD OF BREAKWATER
F - NWL OUTSIDE OF BASIN, WESTWARD OF SREAKWATER
G - TOP OF PIER WALKWAY
H - NORMAL ALBEMARLE SOUND WATER LEVEL
I - EXISTING BOTTOM OF SOUND
J - SAND COVERAGE OF BREAKWATER SLOTS OPEN TO INSIDE BASIN WAVE ACTION - 8D FT (NTS)
K - STEEPER SLOPE OF OUTSIDE SAND LEVEL TO NWL, OPEN SLOTS EVEN WITH SAND LEVEL & LANDWARD OF NWL.
SUBJECT TO OUTSIDE WAVE ACTION - 22 FT TO NWL (NTS)
L • NWL TO END OF BREAKWATER • 74 FT (NTS)
M - PROPOSED COVERAGE OF 74 BREAKWATER SLOTS - 114 FT, (NTS)
N - UNDISTURBED SLOTS TO ENO OF BREAKWATER - 62 FT (NTS)
O - BOTTOM LEVEL INSIDE BASIN AFTER MAINTENANCE DREDGING
- FOOT OF BREAKWATER TO NWL - 102 FT
-ADDITIONAL PROPOSED COVERAGE OF SLOTS -12 FT
- NWL TO END OF BREAKWATER -74 FT
Figure 12 — Breakwater Modification at Albemarle Boats, Cross -Section Detail, West to East View
The applicant intends to temporarily excavate sand in a 102-ft long trench along the outside of the western
breakwater wall from the top of the shoreline revetment to the current NWL. Excavation depth of the trench
will range from 3 feet at the landward end of the breakwater to a few inches at the shoreline, and maximum
5-ft width. The purpose of this excavation is to temporarily uncover the cut 1-inch slots in the steel
breakwater. Figures 12 and 13 shows typical construction modification detail of the cut slots in the
breakwater.
Ir-19, CUT MCI
n"a
kr-IF
aim
Figure 13 — Typical Slot Section of Breakwater at Albemarle Boats, Before & After Modification
Page 7 of 9

Once the slots are exposed, they will be covered mechanically with steel plate, either by a toggle bolt
arrangement, or by welding. Once the slots are closed the previously excavated sand will be placed back
into the trench, compacted, levelled, and returned to its previous natural state. No further breakwater
construction will be carried out, and there will be no permanently disturbed land during the operation.
In addition to the 102 feet of breakwater slots to be covered landward of the NWL, the applicant intends to
cover another 12 feet of slots extending waterward from the NWL shoreline. This coverage is to prevent
migration of eroded and suspended sand and silt due to wave action at the shoreline. The additional 6-9
slots will be covered the same as those landward of the NWL, either mechanically or by welding. No land
below water level will be disturbed.
Approximately 74 slots total will be covered by steel plate in a 114-ft long section of the western breakwater
wall, 102 feet landward and 12 feet waterward of NWL. This will leave 62 feet of undisturbed open slots
at the southern end of the west -facing breakwater, and 194 feet of undisturbed open slots in the entire south -
facing breakwater. Wind and wave action through these breakwaters will prevent stagnation of water inside
the basin.
Revetment
A bulkhead authorized in 2014 to be built along the northwestern shoreline inside the basin between the
existing boathouse and the western breakwater wall was never constructed. The applicant now intends to
construct a 4-ft tall riprap stone revetment along this non -stabilized shoreline, which will match the existing
riprap revetment on the opposite, western side of the breakwater. A 16-ft wide layer of silt screen will first
be laid in a line from the foot of the western breakwater walkway eastward 105 feet to the existing boathouse
bulkhead. Riprap stone will be brought in from offsite and will be placed by hand, wheeled loader, or
tracked excavator in a 16-ft wide line over the silt screen. Backfill sand will then be brought in either from
an adjacent dried dredge spoil stockpile or from an offsite permitted sand pit. A topsoil cap will then be
added, and groundcover sown. Landward peak of the revetment will be same height as normal ground
level, and the revetment base will become the NWL shoreline once the boat basin has been re -dredged.
Total disturbed land during this operation will be 250 sgft.
Scopin2 Meeting:
An onsite scoping meeting was held on February 9, 2023, to discuss the project. Attending were Albemarle
Boats General Manager Burch Perry, CAMA representatives Ron Renaldi and Cynthia Rountree, Division
of Marine Fisheries representative James Harrison, and consultant Ken Elliott. Project plans were discussed
verbally, and historical photography was shown illustrating the need for the proposed construction. No
changes to the proposed plans were suggested by anyone at that time.
Conclusion:
Albemarle Boats has a long-standing national reputation for building quality recreational and sportfishing
craft at the Edenton facility. An essential part of their business is to have a functional deepwater boat basin
Page 8 of 9

in which to display new boats and to have access to Albemarle Sound for testing. The construction of the
western wall of the basin in 2007 as a breakwater led to partial buildup of sand along the wall but allowed
migration of sand into the basin, causing a usability loss of 50%. Coverage of breakwater slots below
ground level landward of the NWL shoreline will prevent migration of sand into the basin and improve the
needed stability of the basin for use by large boats.
All adjacent riparian landowners have been contacted and made aware of the proposed construction project.
The landowners were contacted by certified mail on June 2, 2023, with information about the construction
project, which included maps, a narrative description of the project, and a copy of the full application
package, including MP -I, MP-2, and MP-4. All riparian owners have returnedthe notification forms signed
with no objections to the project.
Elliott Consulting hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
Elliott Consulting hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
Ken Elliott
Elliott Consulting, LLC
For Edenton Real Estate Holdings, LLC
July 17, 2023
Page 9 of 9

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N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MAJOR PERMIT)
CERTIFIED MAIL RETURN RECEIPT REQUESTED or HAND DELIVERED
June 03, 2023
Date
State of North Carolina, c/o State Property Office
Name of Adjacent Riparian Property Owner
1321 Mail Service Center
Address
Raleigh, NC 27699-1321
City, State Zip
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that I am applying for a CAMA Major permit to
repair and modify 114 feet of an existing boat basin breakwater, and construct a 105-ft riprap revetment on shoreline
on my property at Albemarle Boats, 142 and 142C Midway Drive, Cape Colony Subdivision, Edenton, NC 27932
in Chowan
County, which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity, please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 30 days of receipt of this notice, it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments, please mark the appropriate statement below and send your correspondence to:
Ms. Cynthia Rountree, NC CAMA Officer, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909.
If you have any questions about the project, please do not hesitate to contact me at my address/number listed below, or by
email at: [e-mail].
Sincerely, la—p-��
—,i—
Kenneth Elliott, for Edenton Real Estate Holdings, LLC 252-339-9021 / [e-mail]
Property Owner's Name Telephone Number / Email Address
PO Box 112, Aydlett, NC 27916
Address
City
State
I have no objection to the project described in this correspondence.
I have objection(s) to the project described in this correspondence.
WQn�.d►Q U, lL -,a- ea L 4, z 62 3
Adjacent Riparian Signature Date
State of North Carolina, c/o State Property Office
Print or Type Name
1321 Mail Service Center, Raleigh, NC 27699-1321
919-807-4650
Telephone Number
Zip
Address City State Zip
Revised July 2021

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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ❑Private/Community
c. (i) Dock(s) and/or piers)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes [--]No
e. (i) Are Platforms included? ❑Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
k Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes [:]No
(ii) If yes number of tie pilings?
®This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ❑No
d. (i) Are Finger Piers included? ❑Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility be open to the general public?
❑Yes ❑No
a, ., rw.nccoastalmanaaemen ,a v z a is: 121;4 s .• 6

&- !—I fW 1 IP-4 {Structures, Page 2 4'
2. DOCKING FACILITY/MARINA OPERATIONS ❑x This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
252- -Oa :: 9-8884RCOAST ;: WWW.rrr U staiman<=

��nrm DCM P- (Structurei£ sin p,
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes [:]No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublicGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a. Length 114 ft repair length of b. Average distance from NHW, NWL, or wetlands
existing breakwater Repair length up to 12 ft beyond NWL
c. Maximum distance beyond NHW, NWL or wetlands
Repair length up to 12 ft beyond NWL
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
308-2808::1- x,, 4RCOAST::www.nccc�_,�.

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
85 ft east, 808 ft west, 470 ft north
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
4.75 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
8.5 fi
d. Water depth at waterward end of structure at NLW or NWL
2.25 ft outside basin, 5 ft inside basin
8. OTHER ®This section not applicable
a. Give complete description:
June 3, 2023
Date
Albemarle Boats Breakwater & Shoreline Project
Project Name
Edenton Real Estate Holdings, LLC
Applicant Name k ,
Applicant Signature Kenneth Elliott, agent for
Edenton Real Estate Holdings, LLC
and Albemarle Boats
.:� 8 :: 1-888-4RCOAST :: www.nccoastaimanp—qer ent.net revised: 12127106

Chowan County 05-22
Local Government Permit Number
CAMA
MINOR DEVELOPMENT 1
PERMIT i i
Issued to Edenton Real Estate Holdings, LLC, authorizing development in the Estuarine Shoreline (AEC) at 140 &144
Midway Drive in Edenton, NC, as requested in the permittee's application, dated November 15, 2022. This permit,
issued on November 28, 2022, is subject to compliance with the application and site drawing (where consistent with the
permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may
subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Fill 6746 Square foot area with fill sand within the CAMA 75-ft. AEC, grade and install ground cover. No
disturbance or work permitted in wetlands.
(1) All proposed development must be done in accordance with the permitted work plat drawings(s) dated received on
November 15, 2022.
(2) Any grading within the 30' buffer from the normal water level must be contoured to prevent additional storm water runoff to
the adjacent marsh. This area shall be immediately vegetatively stabilized and must remain in a vegetated state.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 252-482-5618 for a final inspection at
completion of work.
(5) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction Any
proposed for grading within the 30' buffer from the Normal water level must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated state.
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2025
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
" UMS-
-------------------------
Holly Colombo
CAMA LOCAL PERMIT OFFICIAL
PO Box 1030
Edenton, NC 27932
PERMITTEE

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: The Chowan Herald
Edenton, NC 27932
c/o custom ercare(a)-apgenc.com
FROM: Lisa Doepker, Administrative Specialist
DATE: 9/27/2023
SUBJECT: Major Public Notice: Edenton Real Estate Holdings, LLC
Please publish the attached Notice in the Saturday, 30 September 2023 issue of THE
CHOWAN HERALD. Please note that this is for a one -day publication only.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Lisa Doepker, via email
at:[e-mail] for payment.
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
CC' Curt Weychert, Assistant Major Permits Coordinator, DCM,
curt.weychert(aDdeg.nc.gov
Christy Simmons, PIO, DCM, christy.simmons(aD-ncdenr.gov
Ellie Davis, Accounts Payable, DCM, ellie.davis(aD-ncdenr.gov
File
D E Q�� North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
o Paroneni fE�vnmmemz '� /'� 252.264.3901

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 9/27/23. Edenton Real Estate Holdings,
LLC, proposes to cover existing slats on 114 feet of the existing steel breakwater
and place 16 foot by 105 foot of riprap along the shoreline of the existing boat
basin with backfill., located at 142 & 142C Midway Drive Edenton, NC.in Chowan
County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by
phone at [phone] during normal business hours. Comments mailed to Braxton
Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to
October 20, 2023, will be considered in making the permit decision. Later comments will
be considered up to the time of permit decision. Project modification may occur based
on review & comment by the public, state & federal agencies. Notice of the permit
decision in this matter will be provided upon written request.
PLEASE PUBLISH ON: September 30, 2023

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Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1130
DCM Major Permit
09-09-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business
Mobile
Phone
Phone
Business/Company
Edenton Real
Edenton Real
[e-mail]
910-285-1005
n/a
Estate Holdings,
Estate
LLC
Holdings, LLC
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
5752 US Hwy 117
Wallace
NC
28466
PO Box 160
Wallace
NC
28466
South
Registered Agent Information
Agent Type
I Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Elliott Consulting
Elliott Consulting
[e-mail]
252-339-9021
252-339-9021
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
202 Elliott Road
Aydlett
NC
27916
PO Box 112
Aydlett
NC
27916
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Albemarle Boats Breakwater & Shoreline
Project
Commercial
1135 Sq. Ft. / 0.03 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: CAMA Major Permit #44-01 issued 2001 to Waff Contracting,
transferred to GSM Properties, Inc., then Transferred to Edenton Real Estate Holdings, LLC, last renewal on 3-7-2022, CAMA
Minor Development Permit #05-22 issued to Edenton Real Estate Holding
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
142 & 142C Midway Drive
Edenton, NC 27932
Chowan
Pasquotank
Fourth / Cape
Colony
781300919800,
781300916844
36.01068
-76.56558
Project Discharges to State Waters
Discharge Type
Surface Sanitary
Runoff Wastewater
Industry/Commercial
I Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
142C (aka 140) Midway Drive - Albemarle Boats industrial sport fishing & recreational boat manufacturing facility (108,818 sq.ft.)
includes gravel parking lot, gravel driveway, and 500-ft L x
12-ft W rip rap revetment.
142 (aka 144) Midway Drive has 6,686 sq.ft. combination boat shelter & garden apartment, 174' pier/breakwater, 190' breakwater,
75' pier, 74' concrete walkway, 580' L chain link fence.
Existine Land Uses:
142C Midway Dr. - sport fishing & recreational boat manufacturing facility
142 Midway Dr. - boat preparation, display, docking, & testing facility
Existing Wastewater Treatment/Disposal:
Edenton / Chowan Water & Wastewater Treatment Department

Solid Waste/Fish Offal/Trash Disposal:
Chowan County Solid Waste Dept.
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
Project is to stabilize the shoreline and water depth inside the Albemarle Boats boat basin, used for launching, testing, docking &
displaying new sport -fishing & recreational boats manufactured there.
Buildings/Facilities/Units/Structures:
105' long x 16' wide riprap & stone revetment with silt screen and backfill along shoreline inside boat basin, remainder of work is
repair & modification of 114' of existing steel breakwater.
Use & Daily Operations:
Launching, displaying, docking large manufactured boats in deep -water boat basin, testing of equipment & function on docked boats
Construction Methodology & Equipment:
Preparation - mini -excavator or hand tools to dig trench & fill in afterward; breakwater repair - hand tools & welding equipment;
revetment construction - rock brought in by dump truck & unloaded, tracked excavator or mini loader to put rock in place over silt -
screen, loader & tractor to install & smooth backfill behind rock.
Development Activities Narrative Specifics:
Cover existing slats in 114 linear feet of existing steel breakwater by welding or mechanical application of steel plates to the slats.
Construct 16-ft wide by 105-ft long rock & riprap revetment along north shoreline of existing boat basin. Long narrative attached.
Application Narrative:
Albemarle Boats Breakwater & Shoreline Project
Long narrative attached.
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
True 1
Source of Erosion Amount Information
Google Earth historical imagery
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Rip Rap/Revetment
Type of Stabilization Material
Describe "Other" Stabilization Material
Granite
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
105
16
6.85
10.25
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
670
Sand; Rock; Earth
Vulcan Materials for rip rap stone, offsite stockpile of concrete, sand & soil from
permitted sand p
How Will Fill Material be Kept on Site and Erosion Controlled
Stockpiled fill sand kept behind silt fence.
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: False

Excavation Development Activity Included: False
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: False

Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
Marina Development Activity Details Required

BCH IMP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Edenton Real Estate Holdings, LLC
Albemarle Boats Breakwater & Shoreline Project
Applicant 1: First Name
MI
Last Name
Manager - Jeffrey
B
Turner
Applicant 2: First Name
MI
Last Name
n/a
n/a
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5752 US Hwy 117 South
160
Wallace
NC
ZIP
Country
Phone No.
FAX No.
28466
USA
1 ext.
Street Address (if different from above)
City
S tate
ZIP
Same
Same
Same
-Same
Email
n/a
2. AgentContractor Information
Business Name
Elliott Consulting
Agent/ Contractor 1: First Name
MI
Last Name
Kenneth
C
Elliott
Agent/ Contractor 2: First Name
MI
Last Name
n/a
n/a
n/a
Mailing Address
PO Box
City
State
202 Elliott Road
112
A dlett
NC
ZIP
Phone No. 1
Phone No. 2
27916
252 - 339
- 9021 ext.
252 - 377 7479 ext.
FAX No.
Contractor #
n/a
n/a
Street Address (if different from above)
State
ZIP
Same
7Same
Same
-Same
Email
ken kenobx.com
<Form continues on back>
nt.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan
142 & 142C Midway Drive
1119
Subdivision Name
City
State
Zip
Fourth / Cape Colony
Edenton
NC
27932
Phone No,
Lot No.(s) (if many, attach additional page with list)
252 - 482 - 7423 ext.
142 Midway Drive, 142C,Midway Drive
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Albemarle Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Chowan Count
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1043 ft
415,519 sq.ft. (2 parcels)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
142 - 83,156 sq.ft., 142C - 332,363 sq.ft.
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+8 ❑NHW or ®NWL
e. Vegetation on tract
Cypress & pine trees, scrub brush, mowed lawns.
f. Man-made features and uses now on tract 142C (aka 140) Midway Drive - Albemarle Boats industrial sport fishing &
recreational boat manufacturing facility (108,818 sq.ft.) includes gravel parking lot, gravel driveway, and 500-ft L x
12-ft W rip rap revetment. 142 (aka 144) Midway Drive has 6,686 sq.ft. combination boat shelter & garden apartme
174' pier/breakwater, 190' breakwater, 75' pier, 74' concrete walkway, 580' L chain link fence.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Albemarle Boats manufacturing facility extends into next westward parcel, then full growth woodland & swamp.
North - undeveloped scrub & brush. East - NCWRC Boat Ramp, then Albemarle Sound Dock Cc, LLC barge
loading & unloading facility.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Industrial, both parcels
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
.. 1-888-._ . ., vv. ncc Z�tatnl'x:. :.nt.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Edenton / Chowan Water & Wastewater Treatment Department
o. Describe existing drinking water supply source.
Chowan County Water Department
p. Describe existing storm water management or treatment systems. Stormwater drains from building through gutter & pipe to
stormwater ditch discharging offsite into swamp, does not drain directly to Albemarle Sound.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete. Project is to stabilize the water depth
inside the Albemarle Boats boat basin, used for launching, testing, docking & displaying new sport -fishing &
recreational boats manufactured there.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Preparation - mini -excavator or hand tools to dig trench & fill in afterward; breakwater repair - hand tools &
welding equipment; revetment construction - rock brought in by dump truck & unloaded, tracked excavator or
mini loader to put rock in place over silt -screen, loader & tractor to install & smooth backfill behind rock.
d. List all development activities you propose.
Excavate trench to access repair area on breakwater, cover breakwater slots with steel plate by toggle bolts or
welding, fill trench back in afterward, sow groundcover. Revetment - place 16-ft wide silt -screen in 105' line from
breakwater to boat house along NWL shoreline & up escarpment, place rip rap rock on silt -screen between NWL
& top of escarpment, backfill with sand & topsoil. level & add groundcover.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both - repair of existing breakwater, addition of new revetment to shoreline.
f. What is the approximate total disturbed land area resulting from the proposed project? 1 125 ®Sq.Ft or ❑Acres
600 sq.ft. @ breakwater (temporary), 525 sq.ft. @ revetment
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the State.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
' t;man��

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name Edenton-Chowan Partnership, Inc., Roland Vaughan, Director Phone No.
Address 101 W. Water Street, Edenton, NC 27932 252-482-2007
Name State of NC, c/o State Property Office (conservation easement) Phone No.
Address 1321 Mail Service Center, Raleigh, NC 27699-1321 919-807-4650
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #44-01 issued 2001 to Waff Contracting, transferred to GSM Properties, Inc, then transferred
to Edenton Real Estate Holdings, LLC, last renewal on 3-7-2022; CAMA Minor Development Permit #05-22 issued
to Edenton Real Estate Holdinas, LtC on17-28-2022.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 03, 2023 Print Name Kenneth Elliott, agent for Edenton Real Estate Holdings, LLC
and Albemarle Boats
Signature �—��-C�,o 11J —
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
w.nccoastallm. ;

Permit Class
RENEWAL/
MAINTENANCE-5 STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
ikrmft
for
_2L Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
44-01
Issued to _ Edenton Real Estate Holdings LLC., 5752 South US Highway 117, Wallace. NC 28466
Authorizing development in Chowan County adjacent to the Albemarle Sound south side of SR
1119, in the Town of Edenton , as requested in the permittee's application letter dated
3/3/22.
This permit, issued on March 7, 2022 , 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 vermit to be null and void.
1) This Renewal shall be attached to the original of Permit No. 44-01, which was transferred to the
permittee on 2/9/18, as well as all subsequent renewals, refinements and modifications, and copies of
all documents shall be readily available on site when a Division representative inspects the project for
compliance.
2) All conditions and stipulations of the active permit remain in force under this Renewal.
(See attached sheet for additional conditions.)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date.
This permit must be accessible on -site to Department
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, 2026
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Edenton Real Estate Holdings LLC.
ADDITIONAL CONDITIONS
Maintenance Clause
Permit No. 44-01
Page 2 of 2
3) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a
representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
NOTE: The N.C. Division of Water Resources has assigned the proposed project DWR Project No. 01-
0088.
NOTE: The U.S. Army Corp of Engineers has assigned the proposed project COE Action Id. No. SAW-
2001-120366.
NOTE: A permit renewal application processing fee of $100 was received by DCM for this project.

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BCH IMP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Edenton Real Estate Holdings, LLC
Albemarle Boats Breakwater & Shoreline Project
Applicant 1: First Name
MI
Last Name
Manager - Jeffrey
B
Turner
Applicant 2: First Name
MI
Last Name
n/a
n/a
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5752 US Hwy 117 South
160
Wallace
NC
ZIP
Country
Phone No.
FAX No.
28466
USA
1 ext.
Street Address (if different from above)
City
S tate
ZIP
Same
Same
Same
-Same
Email
n/a
2. AgentContractor Information
Business Name
Elliott Consulting
Agent/ Contractor 1: First Name
MI
Last Name
Kenneth
C
Elliott
Agent/ Contractor 2: First Name
MI
Last Name
n/a
n/a
n/a
Mailing Address
PO Box
City
State
202 Elliott Road
112
A dlett
NC
ZIP
Phone No. 1
Phone No. 2
27916
252 - 339
- 9021 ext.
252 - 377 7479 ext.
FAX No.
Contractor #
n/a
n/a
Street Address (if different from above)
State
ZIP
Same
7Same
Same
-Same
Email
ken kenobx.com
<Form continues on back>
nt.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan
142 & 142C Midway Drive
1119
Subdivision Name
City
State
Zip
Fourth / Cape Colony
Edenton
NC
27932
Phone No,
Lot No.(s) (if many, attach additional page with list)
252 - 482 - 7423 ext.
142 Midway Drive, 142C,Midway Drive
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Albemarle Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Chowan Count
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1043 ft
415,519 sq.ft. (2 parcels)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
142 - 83,156 sq.ft., 142C - 332,363 sq.ft.
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+8 ❑NHW or ®NWL
e. Vegetation on tract
Cypress & pine trees, scrub brush, mowed lawns.
f. Man-made features and uses now on tract 142C (aka 140) Midway Drive - Albemarle Boats industrial sport fishing &
recreational boat manufacturing facility (108,818 sq.ft.) includes gravel parking lot, gravel driveway, and 500-ft L x
12-ft W rip rap revetment. 142 (aka 144) Midway Drive has 6,686 sq.ft. combination boat shelter & garden apartme
174' pier/breakwater, 190' breakwater, 75' pier, 74' concrete walkway, 580' L chain link fence.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Albemarle Boats manufacturing facility extends into next westward parcel, then full growth woodland & swamp.
North - undeveloped scrub & brush. East - NCWRC Boat Ramp, then Albemarle Sound Dock Cc, LLC barge
loading & unloading facility.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Industrial, both parcels
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
.. 1-888-._ . ., vv. ncc Z�tatnl'x:. :.nt.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Edenton / Chowan Water & Wastewater Treatment Department
o. Describe existing drinking water supply source.
Chowan County Water Department
p. Describe existing storm water management or treatment systems. Stormwater drains from building through gutter & pipe to
stormwater ditch discharging offsite into swamp, does not drain directly to Albemarle Sound.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete. Project is to stabilize the water depth
inside the Albemarle Boats boat basin, used for launching, testing, docking & displaying new sport -fishing &
recreational boats manufactured there.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Preparation - mini -excavator or hand tools to dig trench & fill in afterward; breakwater repair - hand tools &
welding equipment; revetment construction - rock brought in by dump truck & unloaded, tracked excavator or
mini loader to put rock in place over silt -screen, loader & tractor to install & smooth backfill behind rock.
d. List all development activities you propose.
Excavate trench to access repair area on breakwater, cover breakwater slots with steel plate by toggle bolts or
welding, fill trench back in afterward, sow groundcover. Revetment - place 16-ft wide silt -screen in 105' line from
breakwater to boat house along NWL shoreline & up escarpment, place rip rap rock on silt -screen between NWL
& top of escarpment, backfill with sand & topsoil. level & add groundcover.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both - repair of existing breakwater, addition of new revetment to shoreline.
f. What is the approximate total disturbed land area resulting from the proposed project? 1 125 ®Sq.Ft or ❑Acres
600 sq.ft. @ breakwater (temporary), 525 sq.ft. @ revetment
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the State.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
' t;man��

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name Edenton-Chowan Partnership, Inc., Roland Vaughan, Director Phone No.
Address 101 W. Water Street, Edenton, NC 27932 252-482-2007
Name State of NC, c/o State Property Office (conservation easement) Phone No.
Address 1321 Mail Service Center, Raleigh, NC 27699-1321 919-807-4650
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #44-01 issued 2001 to Waff Contracting, transferred to GSM Properties, Inc, then transferred
to Edenton Real Estate Holdings, LLC, last renewal on 3-7-2022; CAMA Minor Development Permit #05-22 issued
to Edenton Real Estate Holdinas, LtC on17-28-2022.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 03, 2023 Print Name Kenneth Elliott, agent for Edenton Real Estate Holdings, LLC
and Albemarle Boats
Signature �—��-C�,o 11J —
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
w.nccoastallm. ;

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
meter
(excluding
shoreline
(NLW or
NWL)
Revetment
stabilization
Length
105 ft
Width
16 ft
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL (--]None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes [--]No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB), ❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 'i-888-4111COAST :: www.nccoastalmanAaeemet t,tje� revises a_ _<o;106

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a Tvne of shoreline stabilization: b. Length: 105 ft
❑Bulkhead ®Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
6.85 ft waterward of NWL
Width: 16 ft
d. Maximum distance waterward of NHW or NWL:
10.25 ft
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
Rip rap stone and clean broken concrete, no steel ®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 670 sq.ft.
Breakwater/Sill Other
i. Source of fill material.
1 ftGoogle Earth historic imagery
h. Type of fill material.
Vulcan Materials for rip rap stone, offsite stockpile of concrete
Rip rap granite stone, clean broken concrete slab
screened for no metal.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a (h Will fill material be brouaht to the site? MYes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area 105' long x 5' Wide x 1' deep
(iv) Purpose of fill
Backfill for rip rap stone revetment
submerged aquatic vegetation (6Av), sneii oonom (6b), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAv ❑SB
❑WL ®None
(ii) Describe the purpose of the fill in these areas:
n/a
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Stockpiled fill sand kept behind silt fence. Backhoe, tracked mini -loader, tracked excavator
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
n/a
June 3, 2023
Date
Albemarle Boats Breakwater & Shoreline Project
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
Edenton Real Estate Holdings, LLC
Applicant Name
Applicant Signature Kenneth Elliott, agent for
Edenton Real Estate Holdings, LLC
and Albemarle Boats
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June 03, 2023
State of North Carolina
c/o State Property Office
1321 Mail Service Center
Raleigh, NC 27699-1321
To Whom It May Concern:
Elliott Consulting
202 Elliott Road, PO Box 112
Aydlett, North Carolina 27916
Phone: [phone]
I am writing to you on behalf of Edenton Real Estate Holdings, LLC, 5752 US Hwy. 117, Wallace, NC 28466,
owner of two parcels at 142 and 142C Midway Drive, Edenton, NC 27932, who is applying for an NC Division
of Coastal Management CAMA Major Permit #44-01 Modification for a construction project to repair and modify
the Edenton Boats boat basin. The applicant's two parcels are adjacent and riparian to an NC Conservation
Easement at 142C Midway Drive managed by your office. The specifics of the proposed work are in the enclosed
application forms, drawings, and narrative.
Intended work requiring approval from NC Coastal Management includes:
• Repair and cover breakwater slots along 114 feet of the western breakwater wall of the boat basin, which
have allowed sand to migrate to the interior of the boat basin and causing shoaling.
• Construct a 16-ft wide rip rap and concrete revetment along a 105-ft long section of the northwest non -
stabilized shoreline inside the boat basin.
As an adjacent riparian property manager to the aforementioned project, I am required to notify you of the
development to give you the opportunity to comment on the project. Please review the attached riparian owner
notification statement form, narrative, and drawings. If you have no objections to the project, please indicate
as such at the bottom of the enclosed owner's statement and then return the statement to my office in the
enclosed self-addressed stamped envelope. If it would be more convenient, you can also scan and email the
signed form to my office at [e-mail].
Should you have any objections to this proposal, please send your written comments to Ms. Cynthia Rountree,
NCDEQ Division of Coastal Management, 401 S. Griffin St., Suite 300, Elizabeth City, NC 27909 within 30 days
of your receipt of this notice. Such comments will be considered by the Division in reaching a final decision on
the application. No comment within 30 days of your receipt of this notice will be considered as no objection.
If you have any questions on this project, please call me at 252-339-9021, or e-mail me at ken(aenoba.com.
Mr. Burch Perry, General Manager of Albemarle Boats, can also be reached at his office at 252-482-7423 or by
email at [e-mail].
Edenton Real Estate Holdings appreciates your consideration of this project.
Thank you,
Ken Elliott
Elliott Consulting
06/03/2023