WQ0041929_Owner (Name Change)_20231229 (2)

ONWASA
onwasa.com
228 Georgetown Rd
Jacksonville, NC 28540
December 21, 2023
North Carolina Department of Environmental Quality RECEeVE p
Division of Water Resources C
Water Quality Permitting Section — PERCS Unit
1617 Mail Service Center DEC 2 9 2023
Raleigh, North Carolina 27699-1636
Re: Request for Sewer System Permit OwnershipChange
NCDE�/�WR�NP�ES
q Y 9
2000 Island Drive Subdivision, Permit No. WQ0041929
Onslow County, North Carolina
DWR Permitting Staff:
Please find enclosed a completed Sewer System Permit Name/Ownership Change Form
(PNOCF 01-16) and supporting documentation for the above-referenced collection system.
ONWASA assumed ownership and management of the North Topsail WWTP
(WQ0005849) and associated collection systems on November 9, 2023. While a similar request
has already been submitted for the collection system permits previously issued to Pluris LLC
(WQCS00275 and WQ0034483), we have been told this permit needs to be transferred
separately.
Please feel free to reach out to me directly at [phone] or [e-mail] if
you have any questions or concerns over this request.
Sincerely,
David M. Mohr, PE
Chief Operations Officer
Onslow Water and Sewer Authority
Encl. Completed From PNOCF 01-16
Copy of Permit WQ0041929
Executed Bill of Sale

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM: PNOCF 01-16
This form is for ownership changes or name changes of a sewer system permit. Please note that"Permittee"references the
existing permit holder,and that"Applicant" references the entity applying for the ownership/name change.
Sewer permits start with a WQ or WQCS and contain the terms sewer extension or collection system in the subject field. This
of non-sewerpermits beginning with W .
form should not be used for permits with NC,NCG,SW or other types eg g Q
For more information, visit the Division's Water Quality Permitting's website:
A. Sewer System Permit Ownership/Name Change(FORM: PNOCF 01-16)Application(All Applications):
E1 Submit an original completed and appropriately executed application(PNOCF 01-16).
® The Existing Permittee's Certification shall be signed in accordance with 15A NCAC 02T .0106(b). Per I5A NCAC 02T
.0106(c), an alternate person maybe designated as the signing official if a delegation letter is provided from a person who
meets the criteria in 15A NCAC 02T.0106(b).
® The Applicant's Certification shall be signed in accordance with 15A NCAC 02T.0106(b). Per 15A NCAC 02T.0106(c),an
alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria
in 15A NCAC 02T.0106(b).
B. Existing Permit(All Applications):
Z Submit a copy of the most recently issued permit and certification.
C. Property Ownership Documentation(All Applications):
➢ The Applicant shall demonstrate they are the owner of all property containing the sewer system facilities:
® Legal documentation of ownership(i.e.,GIS,deed,article of incorporation,or contract),or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map,or
❑ Approved board minutes
D. Certificate of Public Convenience and Necessity(All Applications where the Applicant is a Privately-Owned Public Utility):
O Per I5A NCAC 02T .01 I5(a)(I), provide one copy of the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served
by the non-discharge system.
E. Operational Agreements(Applications where the Applicant is a Home/Property Owners' Association or Developer of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per I SA NCAC 02T.01 15(c),submit an original properly executed Operational Agreement(FORM: HOA).
❑ Per ISA NCAC 02T .0115(c), submit an original proposed or approved Articles of Incorporation, Declarations and By-
laws that contain the language required by the Operational Agreement.
➢ Developers of lots to be sold
❑ Per I5A NCAC 02T.01 15(b),submit an original of the properly executed Operational Agreement(FORM: DEV).
F. Package Submitted in Duplicate
El Submit a copy of all required documents in Instructions A-E as required
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED IN DUPLICATE
TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS Unit
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.
RALEIGH,NORTH CAROLINA 27699-1636 SUITE 925
RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION PNOCF 01-16 Page 1 of 1

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM: PNOCF 01-16
I. EXISTING PERMITTEE INFORMATION:
1. Permittee's name:Pluris LLC
2. Signature authority's name: Maurice W.Gallarda,PE per 15A NCAC 02T.0106(b)
3. Signature authority's title: Managing Member
4. Permittee's mailing address: 5920 Berkshire Lane,Suite 800
City: Dallas State:TX Zip: 75225-
5. Permittee's contact information: Phone number:[phone] Fax Number( )_-
Email Address:[e-mail]
II. APPLICANT INFORMATION:
1. Applicant's name:Onslow Water and Sewer Authority(ONWASA)
2. Signature authority's name: David M. Mohr,PE per I5A NCAC 02T.0106(b)
3. Signature authority's title: Chief Operations Officer
4. Applicant's mailing address:228 Georgetown Road
City:Jacksonville State:NC Zip:28540-
5. Applicant's contact information: Phone number:[phone] Fax Number(=)
Email Address:[e-mail]
6. Representative's name: N/A
7. Representative's title: N/A
8. Representative's contact information Phone number:(_)__ Fax Number(-_)
Email Address: --
III. PERMIT INFORMATION:
1. Existing permit number: W00041929 and most recent issuance date: September 28,2020
2. Reason for the permit application:Change of Ownership If other, attach detailed explanation
3. Has the facility been constructed? ® Yes or El No
4. Has the facility been certified per I5A NCAC 02T.0116? ®Yes or❑No
FORM: PNOCF O 1-16 Page 1 of 2

IV. CERTIFICATIONS:
Existing Permittee's Certification per 15A NCAC 02T.0106(b):
I, Maurice Gallarda,PE. Managing Member attest that this application
(Signature Authority's name&title from Application Item 1.2&3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, I will continue to be responsible for compliance with the current permit and any discharge of wastewater
from this system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or criminal prosecution. I will also make no claim against the Division of Water Resources should a condition of the existing permit
be violated. I also understand that if all required parts of this application are note completed and that if all required supporting
information and attachments are not included,this application will be returned to me as incomplete.
NOTE —In accordan a with Gener Sta s 143-215.6A and 143-215 , ny person who knowingly makes any false statement,
representation, or fication i an app tion package shall tufty of a Class 2 misdemeanor, which may include a fine not to
exceed$10,000 as I as civil (ties to$25,000 tolation.
Signature: U Date: Z 2�' 23
Applicant's Certification per 15A NCAC 02T.0106(b):
I, David M. Mohr,PE.Chief Operations Officer attest that this application
(Signature Authority's name&title from Application Item II.2&3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after issuance of the permit into
the Applicant's name, I will be responsible for compliance with the issued permit and any discharge of wastewater from this non-
discharge system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated.
I also understand that if all required parts of this application package are not completed and that if all required supporting information
and attachments are not included,this application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and I43-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed$10,000 as well s civil penalties up to 25, 0 per violation.
Signature: l j Ar Date: I Z Z.I
FORM: PNOCF 01-16 Page 2 of 2

' DocuSrgn Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
ROY COOPER * -* a
Governor
t Y
MICHAEL S. REGAN
S^_creton, r n.
S. DANIEL SMITH NORrHCAROLMA.
Environmental Quality
Director
September 28,2020
Randy Hoffer, Regional Manager
Pluris LLC
1095 NC Hwy 210
Sneads Ferry, NC 28460
Subject: Permit No.WQ0041929
Pluris LLC
200 Island Drive Subdivision
Wastewater Collection System Extension
Onslow County
Dear Mr. Hoffer:
In accordance with your application received August 26, 2020 and additional information received on
September 18 and 28, 2020, we are forwarding herewith Permit No. WQ0041929 dated September 28,
2020 to the Pluris LLC (Permittee) for the construction and operation upon certification of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein.This cover letter shall
be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Special Conditions:
Condition 1.1: No flow in excess of the quantity or number&type of connections permitted herein shall
be made tributary to the subject sewer system until an application for permit
modification has been submitted to and approved by the Division. [15A NCAC
02T.0304(b)]
Condition 1.2: Each pump station shall be clearly and conspicuously posted using a weatherproof sign
with the address, a pump station identifying name/number, 24-Hour Emergency
telephone number,and name of the owner/operator of the sewer system/pump station
and instructions to call the number in the event of alarm activation or other emergency.
Simplex pump stations or vacuum sewer pits serving a single-family residence may have
a placard or sticker without the address placed on the control panel in lieu of a sign. [15A
NCAC 02T.0305(h)(2)]
Standard Conditions:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
D_E Q
Division of Water Resources—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405
Phone:[phone]\Internet:www.deq.nc.gov

DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit,regulations,or the Minimum Design Criteria. [1SA NCAC 02T.0116]
Condition 11.13: If the Permittee/Applicant holds a system-side collection system operation,
maintenance and management permit (WQCS-prefix) from the Division, then the
following applies: For all newly constructed, modified and rehabilitated pump stations,
all equipment and components shall be sealed within a corrosion-resistant coating or
encasement to the extent practicable and equivalent to the minimum design criteria
unless the permittee can demonstrate it is not practicable or another form of corrosion
resistance is employed. [15A NCAC 02T.0108(b)]
It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
If any parts, requirements,or limitations contained in this permit are unacceptable,you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made,this permit shall be final and binding.
If you need additional information concerning this matter,please contact Dean Hunkele at(910)796-7215
or via e-mail at [e-mail].
Sincerely,
,—DocuSigned by:
-TOM. 'TlNs.cri On•
`—7F 141 E73B6F3456...
Tom Tharrington,Assistant Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Cc: Mark Hargrove, Port City Consulting (Laserfiche info via email)
Upload to Laserfiche
Permit No.WQ0041929 September 28,2020 Page 2 of 9
I��

' DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
rr !Jr
s""a
NORTH CAROLINA
Environmental Quality
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as
amended,and other applicable Laws, Rules,and Regulations, permission is hereby granted to the
PLURIS LLC
ONSLOW COUNTY
for the construction and operation upon certification of approximately 4 linear feet of 8-inch gravity
sewer; a 24—gallon per minute pump station with duplex pumps, on-site audible and visual high water
alarms, telemetry, and a portable generator receptacle with manual transfer switch as well as
approximately 35 linear feet of 2-inch and 90 linear feet of 6-inch force mains designed to eventually serve
three (3) residential lots with only one (1) being approved as part of the 2000 Island Drive Subdivision
project, and the discharge of 1,560 gallons per day (1 residence w/13 rooms) of collected domestic
wastewater into the Pluris LLC's existing sewerage system, pursuant to the application received August
26, 2020 and additional information received on September 18 and 28, 2020 and in conformity with 15A
NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit Number: WQ0041929
Issued Today: September 28,2020
by:
16e4-t'In(t n.,
"-7F141E73B6F3456...
Tom Tharrington,Assistant Regional Supervisor
Wilmington Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By Authority of the Director and The Environmental Management Commission
Permit No.WQ0041929 September 28,2020 Page 3 of 9

DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAFS7F
SUPPLEMENT TO PERMIT COVER SHEET
PLURIS LLC is hereby authorized to:
Construct,and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Pluris North Topsail Wastewater
Treatment Facility in accordance with Permit Number WQ0005849.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T;the Division of Water Resources'(Division)Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable;and the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned
herein. Division approval is based on acceptance of the certification provided by a North Carolina-licensed
Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-
constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. No flow in excess of the quantity or number &type of connections permitted herein shall be made
tributary to the subject sewer system until an application for permit modification has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
2. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with the
address,a pump station identifying name/number,24-Hour Emergency telephone number,and name
of the owner/operator of the sewer system/pump station and instructions to call the number in the
event of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a
single-family residence may have a placard or sticker without the address placed on the control panel
in lieu of a sign. [15A NCAC 02T.0305(h)(2)]
II.STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110)
Permit No.WQ0041929 September 28,2020 Page 4 of 9

DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required,the following performance criteria shall be met: [15A NCAC 02T.0108(b)]
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters,and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
p p
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day(i.e.365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors,enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts(1)and (2)
of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs(a)through(i)of this Rule for a minimum of three
years with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Wilmington
Regional Office,telephone number(910) 796-7215, as soon as possible, but in no case more than 24
hours or on the next working day, following the occurrence or first knowledge of the occurrence of
either of the following:
Permit No.WQ0041929 September 28,2020 Page 5 of 9

DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
a. Any process unit failure,due to known or unknown reasons,that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement,then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings(plan &profile views of sewer lines&force
mains)of the wastewater collection system extension. Final record drawings should be clear on
the plans or in accepted electronic format and are defined as the design drawings that are marked
up or annotated with after construction information and show required buffers, separation
distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle,and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations'storage capacities
and the rotation schedule of the portable power source or pump, include travel timeframes,shall
be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided,or in written summary form.
Permit No.WQ0041929 September 28,2020 Page 6 of 9

DocuSign Envelope ID:376034C8-4960-4D6C-A04B-EF75E8BAF87F
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length changes of 10% or greater by type & size,
increased flow, pump station design capacity design increases of 5%or greater, and increases in the
number/type of connections), regulations,or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its
own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After-construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification&activation. [15A NCAC 02T.0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case-by-case basis.Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T.0116]
10. Failure to abide by the conditions and limitations contained in this permit;15A NCAC 2T;the Division's
Gravity Sewer Design Criteria adopted February 12,1996 as applicable;the Division's Minimum Design
Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes§143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities,and/or referral of the North
Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T.0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions,the Permittee shall take immediate corrective action,including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T.0110; 15A NCAC 02T.0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules,regulations,or ordinances that may be imposed by the Division any other Federal,State,or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal,State,of Local government agencies. [G.S. 143-215.1(b)]
13. If the Permittee/Applicant holds a system-side collection system operation, maintenance and
management permit (WQCS-prefix) from the Division, then the following applies: For all newly
constructed,modified and rehabilitated pump stations,all equipment and components shall be sealed
within a corrosion-resistant coating or encasement to the extent practicable and equivalent to the
minimum design criteria unless the permittee can demonstrate it is not practicable or another form
of corrosion resistance is employed. [15A NCAC 02T.0108(b)]
Permit No.WQ0041929 September 28,2020 Page 7 of 9

DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Pluris LLC
PERMIT#: WQ0041929
PROJECT: 2000 Island Drive Subdivision
ISSUE DATE: September 28, 2020
COUNTY: Onslow
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until
the Division has received this Certification and all required supporting documentation. Consequently, it should be
submitted in a manner that documents the Division's receipt. Send the required documentation to the Wilmington
Regional Supervisor,Water Quality Section at the address at the bottom.
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Certifications
shall include Phase/Section covered, line size & lengths installed, and listing of lots/connections to be served and pump
station design, if applicable. A Final Certification shall be a complete set of record drawings and design calculations
regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I,the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable
standards & requirements, the Professional Engineer
ineer below has provided applicable design/construction information to
the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein
or portions thereof.
Printed Name,Title Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly re istered Professional Engineer in the State of North Carolina, having been
authorized to (❑ periodically, ❑ weekly, [_ full time) observe the construction of the project name and location as
referenced above for the above Permittee hereby state that,to the best of my abilities, due care and diligence was used
in the observation of the following construction:
4 linear feet of 8-inch gravity sewer;a 24—gallon per minute pump station with duplex pumps,on-site audible and visual
high water alarms, telemetry, and a portable generator receptacle with manual transfer switch as well as
approximately 35 linear feet of 2-inch and 90 linear feet of 6-inch force mains designed to eventually serve three (3)
residential lots with only one(1)being approved as part of the 2000 Island Drive Subdivision project, and the discharge
of 1,560 gallons per day(1 residence w/13 rooms)
such that the construction was observed to be built in compliance of this permit; 15A NCAC 2T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature& date
n Final n Partial (include description)
Certification Comments/Qualifiers(attach if necessary):
NC DWR-Water Quality Regional Operations Section 127 Cardinal Drive Extension Wilmington,NC 28405
Wilmington Regional Office Phone: [phone] FAX:[phone]

DocuSign Envelope ID:376034CB-4960-4D6C-A04B-EF75E8BAF87F
SEWER ENGINEERING CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers,per 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 Project County:
1) Has permittee information changed since the permit was issued(or last modified):change of mailing address,
change of ownership,transfer from developer to HOA/POA,etc. ❑Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as-built drawings have been signed,sealed,and dated by an N.C. PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase,what was previously certified(if applicable),and what is left to be certified.
4) Adequate information related to sewer lines: ❑ Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed:At the end of each line,at all changes in grade,size,or alignment,at all
intersections,and at distances not greater than 425 feet;minimum diameter shall be 4 feet(48-inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: ❑ Yes n No ❑ N/A
• 15A NCAC 02T,Minimum Design Criteria (MDC)for the permitting of Gravity Sewers(latest version),and MDC
for the Permitting of Pump Stations and Force Mains(latest version)?
If not,a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans,specifications,calculations,and any other
pertinent information to the Central Office(one hard copy,one digital copy).
• The central office will review the variance request, and if approvable,specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter.A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines(15A NCAC 02T.0402(2))? ❑ Yes n No
• If yes,ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit(including pipe
length difference of 10%or greater,change in flow,pump station design capacity design change of 5%or greater,and
change in the number/type of connections)? ❑ Yes n No
• If yes,a permit modification request must be submitted to the appropriate Regional Office,and a modified
permit with revised certification must be issued prior to certification and operation.

BILL OF SALE
THIS BILL OF SALE, is made this 9th day of November, 2023, by PLURIS, LLC, a
North Carolina limited liability company, and PLURIS WEBB CREEK, LLC, a North Carolina
limited liability company (collectively, "Seller") to ONSLOW WATER AND SEWER
AUTHORITY('Buyer.")
WITNESSETH:
That Seller, for the consideration set forth in, and as contemplated by, that "Systems
Purchase Agreement"dated August 8,2023 (the"Systems Purchase Agreement"),the receipt and
sufficiency of which is hereby acknowledged, has bargained and sold and by these presents Both
bargain,sell and convey in"as-is"where-is"condition without warranty or representation unto the
Buyer, Buyer's heirs, successors in interest, and/or assigns, certain articles of personal property,
more particularly described as follows:
(i) All sewer lift station equipment, booster pump station equipment, and all trunk,
collection and other pipes, drains and lines used or held for use by Seller in connection with the
Systems as set forth on Schedule l.1(a)(ii)attached;
(ii) The equipment, machinery, furniture, computer hardware and software and related
peripheral equipment and other tangible personal property set forth on Schedule 1.1(a)(iii)
attached;and
(iii)All supplies,tools,raw materials, parts,work in process and inventories used or held
for use by Seller in connection with the Systems as set forth on Schedule 1.1(a)(iv)attached.
Buyer to have and to hold said personal property in fee simple. Seller hereby covenants
that it is seized of said property in fee and has the right to convey they same in fee simple,that the
same is free and clear of all encumbrances whatsoever,and that Seller will warrant and defend the
title the
reto against the lawful claims of all persons whomsoever.
Buyer hereby acknowledges that Buyer accepts the property in"as-is""where-is"condition
and understands that all sales are final and that all monies paid or to be paid are"non-refundable."
Except as otherwise stated in this Bill of Sale,the capitalized terms used in this Bill of Sale
shall have the same meanings for those terms as defined in the Systems Purchase Agreement.The
provisions of Article 8 of the Systems Purchase Agreement are incorporated into this Bill of Sale
by this reference. Each party will execute and deliver all additional documents and do all other
acts as may be reasonably necessary to carry out the provisions and intent of this Bill of Sale.
Nothing in this Bill of Sale shall be deemed or construed to constitute or create a partnership,
association,joint venture,or agency between the parties.

f
IN TESTIMONY WHEREOF,the parties hereto set their hands and seals on the date first
above written.
SELLER:
PLURIS,LLC, a North Car'lina limited)iability company
By Its Manager: lLris Adv
s rs,L Cl a Texas limited liability company
By: 1, ,L/!Qd
Ma iUallarda,Manager
PLURIS WEBB CREEK,I LC,a North Carolina limited liability company
By Its Manager: I ris Adv•sc/rs,IL C,a Texas limited-liability company
By: l�hi tagJ.
Maurice Elallarda,Manager
BUYER: �r
ONSLOW WATER AND SEWER AUTHORITY
By:
Michael R.Bennett,Chairman of the Board
n
STATE OF rr.4' C. COUNTY OF L a-I I AS
I,the undersigned Notary Public of the County or City of b al I as and State aforesaid,
certify that: MAURICE GALLARDA,Manager of Pluris Advisors,LLC,a Texas limited liability
company,Manager of Pluris, LLC, a North Carolina limited liability company, and Pluris Webb
Creek,LLC,a North Carolina limited liability company,by authority duly given and as the act and
deed of the foregoing entities,signs this Bill of Sale for the purposes herein indicated.
Witness my hand and Notarial stamp or seal,this 94 `day of N oven^ie.-,2023.
i:E_[OFFICIAL SEAL] .,7_,--x_,Z..1, ,---Qi-x_____—__7\----v
Notary Public Signature
v— Printed Name Rro..nc: Sw,.;-4..
<•A` is BRANDI SMITH My commission expires: 1���/���
_�`.' Notary ID 813070B9d3
���(�. My Co,,,,, lun� WI GS
'1'oF� November 12,2024

IN TESTIMONY WHEREOF,the parties hereto set their hands and seals on the date first
above written.
SELLER:
PLURIS,LLC,a North Carolina limited liability company
By Its Manager: Pluris Advisors,LLC,a Texas limited liability company
By:
Maurice Gallarda,Manager
PLURIS WEBB CREEK,LLC,a North Carolina limited liability company
By Its Manager: Pluris Advisors,LLC,a Texas limited liability company
By:
Maurice Gallarda,Manager
BUYER:
ONSLOW WATER)", SE R AUTHORITY
By: � '
ha• .Bennett, Chairman of the Board
STATE OF COUNTY OF
I,the undersigned Notary Public of the County or City of and State aforesaid,
certify that: MAURICE GALLARDA,Manager of Pluris Advisors,LLC,a Texas limited liability
company, Manager of Pluris, LLC, a North Carolina limited liability company, and Pluris Webb
Creek,LLC,a North Carolina limited liability company,by authority duly given and as the act and
deed of the foregoing entities,signs this Bill of Sale for the purposes herein indicated.
Witness my hand and Notarial stamp or seal,this day of ,2023.
[OFFICIAL SEAL]
Notary Public Signature
Printed Name
My commission expires:

NORTH CAROLINA, ONSLOW COUNTY
I,the undersigned Notary Public of the aforesaid State and S Jnc0 County, certify that:
Michael R.Bennett,Chairman of the Board of Onslow Water and Sewer Authority,signs this Bill
of Sale for the purposes herein indicated. p
Witness my hand and Notarial stamp or seal,this l*day of IOovpVA.OfC',2023.
[OFFICIAL SEAL] C
Notary Public Si ature
Printed Name nrt ti c2 Q . 1\-.10-e--
Rhonda CI Shobe My commission expires: D 7-
Notary Public
Onslow County
North Carolina
My Commission Ex fires 7/28/2026

Page 1 of 8
Type: CONSOLIDATED REAL PROPERTY
Recorded: 11/9/2023 1:11:38 PM
Fee Amt: $75,026.00 Page 1 of 8
Revenue Tax: $75,000.00
Onslow County, NC
Omega K.Jarman Reg.of Deeds
BK 6060 PG 419 - 426
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $75,000.00
Parcel Identifier No.See Exhibit"A"attachedverified by County on the day of ,20_
By:
Mail/Box to: Rizzo&Blackburn,PLLC, 115 Triton Lane,Surf City,NC 28445
This instrument was prepared byRizzo&Blackburn,PLLC, 115 Triton Lane,Surf City,NC 28445
Brief description for the Index:
THIS DEED made this7/41" day of_ N d IL"'-J)' ,2023 ,by and between
GRANTOR GRANTEE
PLURIS,LLC,a North Carolina limited liability company ONSLOW WATER AND SEWER AUTHORITY
5950 Berkshire Lane,Suite 800 228 Georgetown Road
Dallas,TX 75225 Jacksonville,NC 28540
Enter in appropriate block for each Grantor and Grantee: name,mailing address,and,if appropriate,character of entity,e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include singular,
plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and by
these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot,parcel of land or condominium unit
situated in the City of Township, Onslow County,
North Carolina and more particularly described as follows:
SEE EXHIBIT"A" ATTACHED HERETO
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed_includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book page
Page 1 of 2
NC Bar Association Form No.6 O 1/1/2010.2013 This standard form has been approved by
Printed by Agreement with the NC Bar Association North[amlina Rar Accnriation—NC Rar Form No 6
submitted electronically by "Rizzo & Blackburn, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Onslow County Register of Deeds.
Book:6060 Page:419 Page 1 of 8 Book: 6060 Page, 1977-Current: 419 Seq: 1

Page 2 of 8
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee,that Grantor has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against the lawful claims of all
persons claiming by, under or through Grantor, other than the following exceptions:
• Ad valorem taxes for 2024 and subsequent years, if any.
• All easements,rights-of-way, restrictive covenants, and other matters of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year
first above written.
GRANTOR:
PLURIS, LLC, a North Ca olina limited liability company
By Its Manager: ris Adv'sor/,LL, ,a Texas limited liability company
By. M ri Ga ar(da,Manager
STATE OF I e c COUNTY OF
I, the undersigned Notary Public of the County or City of and State aforesaid,
certify that: MAURICE GALLARDA, Manager of PlurisAdvisors, LLC, a Texas limited liability
company, Manager of Pluris, LLC, a North Carolina limited liability company, by authority duly
given and as the act and deed of the foregoing entities, signs the foregoing instrument for the
purposes therein indicated. Witness my hand and Notarial stam or seal, this 9.t ' day of
November 2023.
[OFFICIAL SEAL]
—— — — — Notary Public Signature
♦' °Oe BRANDI SMITH Printed Name Ca a-,-4- SM 1
=°%11� Notary ID#130708983 0
s�fir V My Commission Expires ( My commission expires: i k/t21 Zo1J4
4 '117r, November 12,2024
Book:6060 Page:419 Page 2 of 8 Book: 6060 Page, 1977-Current: 419 Seq: 2

Page 3 of 8
EXHIBIT"A"
Onslow Water and Sewer Authority
415.470 Acre Tract on N.C. Highway 210
Deed Book 3289,Page 133
Onslow County Tax ID# 029761
Stump Sound Township, Onslow County,North Carolina
Commencingat an existingParker Kalon nail in the centerline intersection of the asphalt of N.C. Highway 172
p g Y
and N.C. Highway 210, thence leaving said intersection South 25 degrees 17 minutes 25 seconds East 1,787.72
feet to an existing magnetic nail in the centerline of N.C. Highway 210, said existing magnetic nail lying South
10 degrees 16 minutes 40 seconds West 212.57 feet from NCGS Monument"Site" having coordinates of North
= 293,225.236' and East = 2,472,077.495', thence from the above described existing magnetic nail in said
centerline South 85 degrees 43 minutes 15 seconds East 75.02 feet to an existing concrete monument in the eastern
right-of-way line of N.C. Highway 210,thence along said eastern right-of-way line South 05 degrees 47 minutes
25 seconds West 156.15 feet to an existing iron pipe in said eastern right-of-way line and having coordinates of
098 627 thence along eastern right-of-way line Hi High
way
= 292,855.119' and East 2,472, , t e ce a o g the ofN.C.0 g y
210 South 05 degrees 47 minutes 25 seconds West 1,645.85 feet to a point in the eastern right-of-way line of N.C.
Highway 210 and being the southwest corner of Topsail Landing, LLC as recorded in Deed Book 4099,Page 91
and as shown on Map Book 67, Page 94 of the Onslow County Registry and being THE TRUE POINT OF
BEGINNING: thence from the above described true point of beginning and leaving said eastern right-of-way
line and along the southern and eastern line of Topsail Landing,LLC the following courses and distances: South
84 degrees 09 minutes 11 seconds East 618.22 feet, North 82 degrees 08 minutes 25 seconds East 338.73 feet,
South 50 degrees 25 minutes 50 seconds East 1,066.59 feet,North 05 degrees 01 minutes 39 seconds East 860.21
feet,North 09 degrees 20 minutes 23 seconds West 525.72 feet and North 07 degrees 57 minutes 35 seconds East
1,037.12 feet to a point, thence North 87 degrees 43 minutes 18 seconds East 96.22 feet to an existing iron pipe,
thence North 87 degrees 41 minutes 28 seconds East 590.72 feet to a nonmonumented point, thence North 88
degrees 11 minutes 16 seconds East 276.30 feet to an existing iron rod, thence North 82 degrees 48 minutes 35
seconds East 350.03 feet to an existing iron rod,thence South 68 degrees 27 minutes 16 seconds East 664.57 feet
to an existing iron rod,thence South 49 degrees 28 minutes 15 seconds East 328.84 feet to a point in the centerline
of School House Branch,thence along the centerline of School House Branch the following courses and distances:
South 26 degrees 00 minutes 48 seconds East 76.83 feet, South 55 degrees 12 minutes 21 seconds East 303.04
feet, South 16 degrees 14 minutes 19 seconds East 213.18 feet, South 15 degrees 21 minutes 28 seconds East
451.55 feet, South 25 degrees 39 minutes 54 seconds East 101.31 feet, South 48 degrees 55 minutes 33 seconds
East 166.83 feet, South 44 degrees 01 minutes 03 seconds East 335.02 feet, South 19 degrees 16 minutes 49
seconds East 89.04 feet, South 43 degrees 08 minutes 52 seconds East 194.28 feet, South 62 degrees 53 minutes
44 seconds East 204.46 feet and South 80 degrees 48 minutes 27 seconds East 228.70 feet to a point in the
centerline intersection of School House Branch and Permeta Branch, thence leaving said School House Branch
and along the centerline of Permeta Branch the following courses and distances: South 01 degrees 26 minutes 49
seconds East 157.94 feet, South 16 degrees 49 minutes 40 seconds West 272.10 feet, South 20 degrees 34 minutes
12 seconds West 212.30 feet, South 06 degrees 50 minutes 21 seconds East 203.66 feet, South 05 degrees 13
minutes 07 seconds West 118.30 feet,South 03 degrees 10 minutes 50 seconds West 178.30 feet,South 18 degrees
10 minutes 28 seconds West 104.87 feet, South 52 degrees 00 minutes 50 seconds West 118.87 feet, South 78
degrees 53 minutes 57 seconds West 179.91 feet, South 72 degrees 33 minutes 19 seconds West 297.22 feet,
Book:6060 Page:419 Page 3 of 8 Book: 6060 Page, 1977-Current: 419 Seq: 3

Page 4 of 8
South 68 degrees 18 minutes 08 seconds West 93.52 feet, South 44 degrees 50 minutes 40 seconds West 89.35
feet, South 34 degrees 21 minutes 03 seconds West 245.17 feet, South 40 degrees 49 minutes 22 seconds West
190.16 feet, South 77 degrees 20 minutes 04 seconds West 80.57 feet, North 88 degrees 27 minutes 05 seconds
West 122.93 feet, South 69 degrees 33 minutes 45 seconds West 134.54 feet, South 55 degrees 30 minutes 21
seconds West 159.38 feet, South 32 degrees 56 minutes 00 seconds West 84.39 feet, South 16 degrees 54 minutes
58 seconds West 168.97 feet, South 22 degrees 45 minutes 37 seconds West 153.27 feet, South 84 degrees 30
minutes 44 seconds West 112.38 feet and South 45 degrees 14 minutes 14 seconds West 112.63 feet to a point in
the centerline intersection of Permeta Branch and the Robbins Bridge Branch,thence leaving said Permeta Branch
and along the centerline of Robbins Bridge Branch the following courses and distances: South 08 degrees 23
minutes 45 seconds West 88.75 feet, South 47 degrees 27 minutes 43 seconds West 170.56 feet, South 13 degrees
42 minutes 44 seconds West 164.66 feet, South 31 degrees 16 minutes 44 seconds West 153.23 feet, South 08
degrees 58 minutes 14 seconds West 57.60 feet, South 12 degrees 48 minutes 36 seconds East 258.75 feet, South
57 degrees 16 minutes 53 seconds West 105.82 feet, South 33 degrees 23 minutes 43 seconds West 99.87 feet,
South 06 degrees 28 minutes 44 seconds West 136.14 feet, South 53 degrees 20 minutes 16 seconds East 56.77
feet, South 71 degrees 26 minutes 44 seconds West 109.56 feet, South 33 degrees 30 minutes 44 seconds West
117.51 feet,North 72 degrees 05 minutes 17 seconds West 55.74 feet and South 73 degrees 53 minutes 43 seconds
West 90.65 feet to a point in the centerline intersection of Robbins Bridge Branch and Mill Swamp,thence leaving
said Robbins Bridge Branch and along the centerline of Mill Swamp the following courses and distances: South
85 degrees 04 minutes 44 seconds West 74.89 feet, North 38 degrees 45 minutes 18 seconds West 52.72 feet,
North 13 degrees 38 minutes 43 seconds East 217.06 feet, South 77 degrees 27 minutes 43 seconds West 231.87
feet, North 35 degrees 42 minutes 17 seconds West 123.02 feet, North 63 degrees 56 minutes 16 seconds West
133.76 feet, North 39 degrees 07 minutes 17 seconds West 98.84 feet, North 85 degrees 01 minutes 16 seconds
West 159.33 feet, North 64 degrees 31 minutes 17 seconds West 92.16 feet, North 23 degrees 50 minutes 16
seconds West 114.72 feet,North 54 degrees 11 minutes 16 seconds West 146.66 feet,North 12 degrees 13 minutes
17 seconds235 88 feet,
West North 66 degrees 07 minutes 16 seconds West 57.71 feet, North 19 degrees 24
minutes 16 seconds West 121.71 feet,North 29 degrees 49 minutes 17 seconds West 169.06 feet,North 77 degrees
57 minutes 14 seconds West 84.27 feet, North 85 degrees 31 minutes 18 seconds West 151.91 feet, North 37
degrees 34 minutes 14 seconds West 66.70 feet,North 14 degrees 37 minutes 17 seconds West 175.70 feet,North
44 degrees 43 minutes 17 seconds West 150.78 feet, North 75 degrees 28 minutes 17 seconds West 95.22 feet,
North 64 degrees 32 minutes 16 seconds West 130.84 feet,North 47 degrees 40 minutes 16 seconds West 90.23
feet, North 05 degrees 14 minutes 17 seconds West 142.10 feet, North 55 degrees 44 minutes 16 seconds West
73.44 feet, North 43 degrees 53 minutes 17 seconds West 242.85 feet, North 58 degrees 01 minutes 17 seconds
West 118.68 feet, North 17 degrees 24 minutes 16 seconds West 97.04 feet, North 51 degrees 09 minutes 16
seconds West 229.87 feet,North 68 degrees 28 minutes 17 seconds West 91.19 feet,North 45 degrees 26 minutes
16 seconds West 149.54 feet,North 79 degrees 04 minutes 16 seconds West 157.78,North 45 degrees 13 minutes
18 seconds West 64.69 feet, North 75 degrees 21 minutes 21 seconds West 71.72 feet, North 75 degrees 21
minutes 21 seconds West 49.07 feet, North 76 degrees 38 minutes 15 seconds West 90.83 feet and North 73
degrees 47 minutes 08 seconds West 64.51 feet to a point in the intersection of the centerline of Mill Swamp and
the eastern right-of-way line of N.C. Highway 210, thence leaving the centerline of Mill Swamp and along the
eastern right-of-way line of N.C. Highway 210 North 05 degrees 47 minutes 25 seconds East 1,451.42 feet to a
point in said eastern right-of-way line and being the point and place of beginning and containing 415.470 acres
as partially surveyed on April 18, 2013 and calculated from a composite of deeds and maps on August 2, 2023
by Charles Francis Riggs,P.L.S. L-2981 and being all of the property as described in Deed Book 3289,Page 133
being 492.669 acres less and excepting: (i) the property described in Deed Book 4099, Page 91 being
approximately 74.757 acres known as Topsail Landing as shown on Map Book 67, Page 94 and (ii)the property
(approximately 2.442 acres)described as "Overlap/Conflict" area shown on Map Book 67,Page 94 and the"Area
Book:6060 Page:419 Page 4 of 8 Book. 6060 Page, 1977-Current: 419 Seq. 4

Page 5 of 8
of Conflict" shown on Map Book 45,Page 229 of the Onslow County Registry. The courses contained within are
correct in angular relationship and are referenced to NAD83(2011).
Onslow Water and Sewer Authorit
y
Pump Station
Deed Book 4444,Page 729
Onslow County Parcel ID# 155733
Stump Sound Township, Onslow County,North Carolina
Commencing at the southeast corner of Lot 191,Phase V,The Village of Folkstone as recorded in Map Book 69,
Page 142 of the Onslow County Registry and located on the northern right-of-way line of Pamlico Drive (50'
R/W—Public) and being THE TRUE POINT OF BEGINNING: thence from the above described true point of
beginning and leaving said right-of-way line and along the eastern property lines of Lot 191 North 02 degrees 07
minutes 27 seconds East 55.98 feet and North 15 degrees 00 minutes 20 seconds East 156.33 feet to a point and
being the northeastern corner of Lot 191, thence leaving said northeastern corner and along the line of Baehr as
r in DeedBook 2517, Page 370 North 80 degrees 36 minutes 35 seconds East 50.73 feet to a point in
recorded oog g
Turkey Creek and in the line of Ottaway as recorded in Deed Book 1753, Page 994, thence along Turkey Creek
and the line of Ottaway the following courses and distances: South 15 degrees 19 minutes 55 seconds East 86.80
feet, South 53 degrees 41 minutes 43 seconds East 69.37 feet, South 30 degrees 51 minutes 49 seconds East 7.55
feet and South 06 degrees 51 minutes 46 seconds East 13.76 feet to a point in said Turkey Creek and in the line
of Ottaway and being the northeastern corner of Lot 190, Phase V, The Village of Folkstone as recorded in Map
Book 76, Page 1 of the Onslow County Registry, thence leaving said Turkey Creek and the line of Ottaway and
along the northern line of Lot 190 South 56 degrees 04 minutes 57 seconds West 165.50 feet to a point in the
northern right-of-way line of Pamlico Drive and being the northwestern corner of Lot 190, thence leaving said
northwestern corner and along the northern right-of-way line of Pamlico Drive along a curve to the left having an
arc length of 47.09 feet and a radius of 50.00 feet and a chord bearing and distance of North 60 degrees 53 minutes
45.37 feet to a point in said northern right-of-way line and being the southeastern corner of Lot 191 and being the
point and place of beginning and containing 0.540 acres as calculated by Charles Francis Riggs, P.L.S. L-2981
from a composite of deeds and maps and not from an actual field survey and being all the property as described
in Deed Book 4444,Page 729 as Pump Station on Map Book 69,Page 142 of the Onslow County Registry. The
courses contained within are correct in angular relationship and are referenced to Map Book 69, Page 142 of the
Onslow County Registry.
Onslow Water and Sewer Authority
Lift Station Site
Deed Book 4302,Page 23
Onslow County Parcel ID# 158399
Stump Sound Township, Onslow County,North Carolina
Commencing at the western corner of Lot 16, Phase One, Peggy's Cove at Southbridge as recorded in Map Book
61, Page 123 and located on the eastern right-of-way line of Peggy's Trace (R/W Varies —Private) and being
THE TRUE POINT OF BEGINNING: thence from the above described true point of beginning and leaving said
southeast corner and along the said eastern right-of-way line along a curve to the right having an arc length of
Book:6060 Page:419 Page 5 of 8 Book: 6060 Page, 1977-Current: 419 Seq. 5

Page 6 of 8
49.32 feet and a radius of 575.00 feet and a chord bearing and distance of North 32 degrees 09 minutes 51 seconds
West 49.30 feet to a point of curvature, thence leaving said point of curvature along a curve to the left having an
arc length of 49.82 feet and radius of 625.00 feet and a chord bearing and distance of North 31 degrees 59 minutes
27 seconds West 49.81 feet to a point in said eastern right-of-way line, thence leaving said eastern right-of-way
line North 55 degrees 43 minutes 32 seconds East 95.36 feet to a point in the Common Area of Peggy's Cove at
Southbridge as recorded in Map Book 67, Page 34 of the Onslow County Registry, thence along said Common
Area line South 37 degrees 40 minutes 03 seconds East 98.57 feet to a point and being the northern corner of Lot
16, thence along the line of Lot 16 South 55 degrees 22 minutes 44 seconds West 105.00 feet to a point in the
eastern right-of-way line of Peggy's Trace and being the western corner of Lot 16 and being the point and place
of beginning and containing 0.23 acres as calculated by Charles Francis Riggs, P.L.S. L-2981 from a composite
of deeds and maps and not from an actual field survey and being all the property as described in Deed Book 4302,
Page 23 as Lift Station Site on Map Book 67, Page 34 of the Onslow County Registry. The courses contained
within are correct in angular relationship and are referenced to Map Book 67, Page 34 of the Onslow County
Registry.
Onslow Water and Sewer Authority
Sewer Lift Station Site
Deed Book 5218, Page 512
Onslow County Parcel ID# 159909
Stump Sound Township, Onslow County,North Carolina
Commencing at the northwestern corner of Lot 133, Section I, Bridgeport as recorded in Map Book 71, Page 72
and located on the eastern right-of-way line of N.C.S.R. 2279(60' R/W—Public)and being THE TRUE POINT
OF BEGINNING: thence from the above described true point of beginning and leaving said northwest corner
and along the said eastern right-of-way line North 07 degrees 35 minutes 17 seconds West 50.00 feet to a point
in said eastern right-of-way line and being the southeasternmost corner of the Common Area, Section II-A,
Bridgeport as recorded in Map Book 72, Page 239, thence leaving said eastern right-of-way line and along the
southern line of the Common Area North 82 degrees 24 minutes 43 seconds East 45.00 feet to a point, thence
along the western line of the Common Area South 07 degrees 35 minutes 17 seconds East 50.00 feet to a point in
the northern line of Lot 133,thence along said northern line South 82 degrees 24 minutes 43 seconds West 45.00
feet to a point in the eastern right-of-way line of N.C.S.R. 2279 and being the point and place of beginning and
containing 0.051 acres as calculated by Charles Francis Riggs, P.L.S. L-2981 from a composite of deeds and
maps and not from an actual field survey and being all the property as described in Deed Book 5218, Page 512
as Sewer Lift Station Site on Map Book 71, Page 72 of the Onslow County Registry. The courses contained
within are correct in angular relationship and are referenced to Map Book 71, Page 72 of the Onslow County
Registry.
Onslow Water and Sewer Authority
Sewer Pump Station
Deed Book 5885, Page 169
Onslow County Parcel ID# 170688
Stump Sound Township, Onslow County, North Carolina
Book:6060 Page:419 Page 6 of 8 Book: 6060 Page, 1977-Current: 419 Seq: 6

Page 7 of 8
Commencing at the northwestern corner of Lot 27, The Shores Phase One at Windpointe as recorded in Map
Book 81, Page 37 and located on the eastern right-of-way line of White Shoal Way (60' R/W —Public), thence
along said eastern right-of-way line along a curve to the right having an arc length of 35.78 feet and a radius of
460.00 feet and a chord bearing and chord of North 48 degrees 18 minutes 35 seconds East 35.77 feet to a point
of reverse curvature,thence along a curve to the left having an arc length of 17.54 feet and a radius of 460.00 feet
and a chord bearing and chord of North 48 degrees 01 minutes 17 seconds East 17.54 feet to a point in said eastern
right-of-way and being THE TRUE POINT OF BEGINNING: thence from the above described true point of
beginning and leaving said eastern right-of-way line and along the line of the Common Area, The Shores Phase
One At Windpointe South 58 degrees 59 minutes 12 seconds East 50.00 feet to a point, South 31 degrees 00
minutes 48 seconds West 50.00 feet to a point and North 58 degrees 59 minutes 12 seconds West 56.37 feet to a
point in the eastern right-of-way line of White Shoal Way, thence along said eastern right-of-way line along a
curve to the right having an arc length of 50.53 feet and a radius of 200.00 feet and chord bearing and chord of
North 38 degrees 16 minutes 10 seconds East 50.40 feet to a point in said eastern right-of-way line and being the
point and place of beginning and containing 0.062 acres as calculated by Charles Francis Riggs, P.L.S. L-2981
from a composite of deeds and maps and not from an actual field survey and being all the property as described
in Deed Book 5885,Page 169 as Sewer Pump Station on Map Book 81,Page 37 of the Onslow County Registry.
The courses contained within are correct in angular relationship and are referenced to Map Book 81, Page 37 of
the Onslow County Registry.
Book:6060 Page:419 Page 7 of 8 Book: 6060 Page, 1977-Current: 419 Seq: 7

Page 8 of 8
DEPARTMENT OF TAX ADMINISTRATION „�( 16 SA
• 1714
4 • V`�
)H CAS%
Tax Certification Form
(Check One Box)
nThis certifies that there are no delinquent ad valorem taxes, or other
taxes which the Onslow County Tax Collector is charged with
collecting, that are a lien on:
Parcel Identification Number:
029761, 155733, 158399, 159909, 170688 GRANTEE:
ONSLOW WATER AND SEWER AUTHORITY
This is not a certification that this Onslow County Parcel
Identification Number matches the deed description.
nNo certification required, as attorney statement that any delinquent
taxes will be paid from closing proceeds is included on first page of
deed, and the assessor has obtained the desired information from the
conveyance (G.S. 105-303).
Balance due on account. It must be paid to Onslow County Tax Collector.
Please make paymen
t within 5 days of closing.
Desiree Huffman Dae202311 09y1D1 18`28 05 107 11/09/2023
Tax Collections Staff Signature Date
❑ This parcel may have deferred taxes which become due upon transfer of the
property. Call the Tax Office, Land Records Division at 910-989-2204 for
more information.
234 NW Corridor Blvd•Jacksonville,North Carolina•28540•Phone:[phone]•Fax:[phone]•OnslowCountyNC.gov/tax
Book:6060 Page:419 Page 8 of 8 Book: 6060 Page, 1977-Current: 419 Seq: 8