WQ0034485_Owner (Name Change)_20240118

ONWASA
onwasa.com
228 Georgetown Rd
Jacksonville, NC 28540
January 11, 2024
RECEIVED
North Carolina Department of Environmental Quality
Division of Water Resources JAN 1 8 2024
Water Quality Permitting Section — PERCS Unit
1617 Mail Service Center �y
NCDEQ/DWR ppES
Raleigh, North Carolina 27699-1636 /
Re: Request for Sewer System Permit Ownership Change
Permit No. WQ0034485, Sneads Ferry South Consolidated Sewer Basin
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 permit.
ONWASA assumed ownership and management of the North Topsail WWTP
(WQ0005849) and associated collection system from Pluris, LLC on November 9, 2023. A similar
request has already been submitted for the North Topsail Beach and Sneads Ferry Collection
System permit (WQCS00275), and we were informed this permit needs to be transferred as well.
Please feel free to reach out to me directly at [phone] or dmohronwasa.com 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 WQ0034485
Executed Bill of Sale

State of North Carolina
DW R 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
form should not be used for permits with NC,NCG,SW or other types of non-sewer permits beginning with WQ.
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):
El 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 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).
• 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):
® 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):
El Per 15A NCAC 02T .0115(a)(1), 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 15A NCAC 02T.0115(c),submit an original properly executed Operational Agreement(FORM: HOA).
❑ Per 15A 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 15A NCAC 02T.0115(b),submit an original of the properly executed Operational Agreement(FORM: DEV).
F. Package Submitted in Duplicate
® 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
DW RDivision 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:mgallarda(a,plurisusa.com
II. APPLICANT INFORMATION:
1. Applicant's name: Onslow Water and Sewer Authority(ONWASA)
2. Signature authority's name: David M. Mohr,PE per 15A 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:dmohraonwasa.com
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: W00034485 and most recent issuance date:December 8,2021
2. Reason for the permit application:Change of Ownership If other, attach detailed explanation
3. Has the facility been constructed? ®Yes or 0 No
4. Has the facility been certified per 15A NCAC 02T.0116? ®Yes or 0 No
FORM: PNOCF 01-16 Page 1 of2

IR'. CERTI IC ,TtOP S:
!Misting Perm ittee's Cer•tific:ztiorn per I5A NCAC 02T.01O601
I. Maurice Gallarda. PE, Managing Member attest that this application
(Signature Authority's name&title from Application [tem 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. [will also make no claim against the Division of Water Resources should a condition oldie 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 accordance with General Statutes and . 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 as civil penalties up to$25,000 per violation.
1 2.,
Signature: ` ,. Z • Z Z -
Date:
I
r
Applicant's Certification per I5A NCAC 02T.0106tb1:
I, David M. Mohr, PE,Chief Operations Officer attest that this application
(Signature Authority's name&title from Application.Item 11.2&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, 1 wilt 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. [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 and , 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 weft civil penalties up to V ,000 er violation.
Signature: (---
� /aCr Date: ?� Z/ 7�Z3
l / /
FORM: PNOCF O 1-16 Page 2 of 2

r ,
DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
ROY COOPER .
L.44,";"
ELIZABETH BISER
S. DANIEL SMITH NORIHCAROUN.t.
Environmental Quat;ryy
._.. r De mbe 8 December 2021
Randy Hoffer, Regional Manager
Pluris, LLC
PO Box 856
Sneads Ferry, NC 284600-0856
Subject: Permit No.WQ0034485 MODIFICATION
Pluris, LLC
Sneads Ferry South Consolidated Sewer Basin
Wastewater Collection System Extension
Onslow County
Dear Mr. Hoffer:
In accordance with your application received October 20, 2021 and additional information received on
October 26th, November 5th,and December 7,2021,we are forwarding herewith Permit No.WQ0034485
dated December 8, 2021 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, shall void Permit No. WQ0034485 issued December 18,2013, 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.
This modification is for approximately 4,346 feet of 8-inch gravity sewer with an 80-gpm pump station
& 1,218 feet of 4-inch force main to serve 90 three-bedroom residences & an amenity center with
22,600 gpd of flow allocation in the Landing at Mill Creek Phase 5. The above phase is a replacement
for the previouslyapproved Phase 2 Section 3 via a different design engineer and it was
project/design PP g g
discovered that two additional potential connections were made in Phase 2 Section 2.
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 pumpstation shall be clearlyand conspicuously posted usinga weatherproof sign
P Y P g
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.
[15A NCAC 02T.0305(h)(2))
E
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:AF2E71 F3-F683-4130-9879-101A348A853E
Standard Conditions:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
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. [15A 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:
1 OAti I n0.Cfl��n.
--77141E7396F3454.1
Tom Tharrington,Assistant Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Cc: Michael Gallant,Gallant Engineering (Laserfiche info via email)
Upload to Laserfiche
Permit No.WQ0034485 December 8,2021 Page 2 of 12

•
DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
• „z.
NORTH CAROLINA
Environmental Qaoli y
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 4,346 linear feet of 8-inch gravity
sewer; an 80-gallon per minute pump station with duplex pumps, on-site audible and visual high water
alarms, telemetry, and an automatically activated stand-by bypass pump as well as approximately 1,218
linear feet of 4-inch force main to serve 90 three-bedroom residences(80 gpd/br) and an amenity center
(1,000 gpd) as part of the Landing at Mill Creek Phase 5 project, and the discharge of 22,600 gallons per
day of collected domestic wastewater into the Pluris LLC's existing sewerage system, pursuant to the
application received October 20, 2021, and additional information received on October 26`h, November
S"', and December 7, 2021 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.
December 18, 2013 MODIFICATION Version 1.2 (Description Amended November 19, 2021)
For the continued operation of approximately 4,429 linear feet of 8-inch gravity sewer; a 172-gallon per
minute pump station(A)with duplex pumps, on-site audible and visual high water alarms,telemetry,and
a permanent generator with automatic transfer switch as well as approximately 960 linear feet of 4-inch
force main to serve 111 three-bedroom single-family residences as part of the Landing at Mill Creek Phase
2 Section 2 project and the discharge of 26,640 gallons per day of collected domestic wastewater into the
Pluris, LLC's existing sewerage system, pursuant to the complete application finally received on October
29, 2013, a revised application received on November 18, 2013, and additional information received on
December 4`h and December 18"', 2013. This system certified via two partials by different enaineers and
is now considered complete following the December 5. 2019 certification by Michael Gallant.
AND VOIDED
For-the construet4o n-and-operation-upon-c-ertification-of-approximately 264Tnear feet-of 8 inch-gravity
se ;a 106-galllon ^ ute p ,mp-stati le-x-pamps,on-site audible and visual high-water
alarms,telemetry, and-a-permanent-genera-tor-with automatic transfer-switch-as well as approximately
1,135 linai feet of 1 inch force main to initially sc}-ve 51 three bedroom single family--residences and a
potential 72 three b dreem-multi-family-residences as part ef-the-L-a e 2 Section
3-project, and--the initial discharge of 12,240 gallons per day (total potential of 29,520 op4)-ef collected
domestic waste.".4ato, into the Pluris, LLC's existing-se.wcragc system, pursuant to the complete
application finally received on October 29, 2013, a revised application received on Novembe-1-8-'-_ ,
and additional information received on December 1"'and-December 18', 2013.
Permit No.WQ0034485 December 8,2021 Page 3 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
June 4,2010 Corrected Issuance (Version 1.1)
The continued operation of wastewater collection system extensions or connections previously permitted
and consolidated into this permit and its predecessor(WQ0017535) listed below as part of the Sneads
Ferry South Consolidated Sewer Basin with the potential discharge of at least 138,170 gallons per day of
collected domestic wastewater into the Pluris, LLC's existing sewerage system pursuant to the original
request received September 21,2009.
Approximately 1,420 linear feet of 8-inch gravity sewer;a 79—gallon per minute pump station with duplex
pumps,on-site audible and visual high water alarms,telemetry,and a portable generator receptacle with
approximately 561 linear feet of 4-inch force main to serve 24 four-bedroom residences as part of the Old
Millstone Landing Sewer project (previously permitted under WQ0030060) and the discharge of 7,680
gallons per day(reduced from 13,440 gpd w/flow reduction applied) of collected domestic wastewater
into the Pluris, LLC's existing sewerage system, pursuant to the application received December 4, 2008.
Certified complete on September 18,2009.
Approximately 4,322 linear feet(reduced from 4,800 on 12-18-2013)of 8-inch gravity sewer to serve 82
(reduced from 102 on 12-18-2013)three-bedroom residences as part of The Landing @ Mill Creek Phase
2 Section 1 project, and the discharge of 19,680 (reduced from 24,480 on 12-18-2013) gallons per day
(reduced from 29,520 gpd w/flow reduction applied)of collected domestic wastewater into Pluris, LLC's
existing sewerage system,pursuant to the application received December 13,2007. Partial Certification
received on June 12, 2009 Is considered the Final Certification based on deletion
n of final 478 feet of
gravity sewer with its 20 connections.
Approximately 328 linear feet of 8-inch gravity sewer,a centrifugal duplex grinder pump station with on-
site audible and visual high water alarms, telemetry, portable standby generator connection, and
approximately 76 linear feet of 3-inch force main to serve the commercial development at CNSL
Investments (4 buildings consisting of a fish market, coffee shop, retail store and office space) and the
discharge of 1,770 gallons per day of collected commercial &domestic wastewater into the Pluris, LLC's
existing sewerage system, pursuant to the application received June 13, 2006; Certified complete on
October 18,2006.
Approximately 2,484 linear feet of 8-inch gravity sewer, a 300-GPM (increased from 95-gpm on 12-18-
2013) pump station with duplex pumps and on-site audible and visual high water alarms,telemetry,on-
site standby generator with automatic transfer switch,and approximately 465 linear feet of 4-inch force
main to serve 50 single family residences at The Landing @ Mill Creek Phase 1 and the discharge of 12,000
gallons per day (reduced from 18,000 grid w/flow reduction applied) of collected domestic wastewater
into the Pluris,LLC's existing sewerage system,pursuant to the application received May 6,2005 and flow
reduction per a December 13,2007 application; Certified complete on February 27,2007.
Consolidated Permits/Systems
13395 dated July 7, 1986—Topsail Way Shopping Center—741 linear feet of 8-inch gravity sewer, 576
linear feet of 4-inch force main,and an 80-gallon per minute pump station equipped with dual pumps and
a high water level alarm to serve the Topsail Way Shopping Center.
Permit No.WQ0034485 December 8,2021 Page 4 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348 B A 53E
WQ0000182 dated December 29,2000—Chadwick Acres Subdivision Phases 7&8—approximately 2,250
linear feet of 8-inch gravity sewer,approximately 3,262 linear feet of 6-inch force main with cleanouts,a
175-gallon per minute pump station(pump station no.3)with duplex submersible pumps and high water
alarms to serve as revitalized pump station no. 1 listed below; approximately 2,550 linear feet of 8-inch
gravity sewer, a 70-gallon per minute pump station (pump station no. 2) with duplex pumps and high
water alarms,and approximately 1,230 linear feet of 4-inch force main,a revitalized 180-gallon per minute
pump station (pump station no. 1) with duplex pumps and high water alarms, and approximately 3,050
linear feet of 6-inch force main which includes much of an existing 6-inch force main listed above to serve
55 three-bedroom lots with a permitted flow volume of 13,200 gallons per day(reduced from 20,880 gpd
w/flow reduction applied).
WQ0000611 dated December 21,1988—North Shore Village/Plaza Shopping Center—2,137 linear feet
of 8-inch gravity sewer, an 86-gallon per minute pump station equipped with dual submersible pumps,
basket strainer, and a portable generator receptacle, and approximately 485 linear feet of 4-inch force
main to serve the North Shore Village/Plaza shopping center with a permitted flow volume of 2,000
gallons per day.
WQ0003829 dated January 4,2001—Escoba Bay Subdivision Phases 1&2—approximately 9,163 linear
feet of 8-inch gravity sewer, 1,950 linear feet of 10-inch gravity sewer, a 275-gallon per minute grinder
pump station with 1,420 linear feet of 6-inch force main,a 25-gallon per minute grinder pump station,a
45-gallon per minute grinder pump station, two (2) 20-gallon per minute grinder pump stations, and a
total of 1,550 linear feet of 2-inch force main.All pump stations have duplex pumps, high water alarms,
and an alternate power source to serve 73 three-bedroom residences with a permitted flow volume of
17,520 gallons per day(reduced from 26,280 gpd w/flow reduction applied).
WQ0003830 dated August 8, 2000—Escoba Bay Subdivision Phases 4&5—approximately 2,060 linear
feet of 8-inch gravity sewer; a 20-gallon per minute pump station with duplex pumps, high water alarms
and standby power; approximately 50 linear feet of 2-inch force main, and approximately 7,565 linear
feet of 6-inch force main (from original Permit No. 15167); approximately 4,840 linear feet of 8-inch
gravity sewer; approximately 3,100 linear feet of 10-inch gravity sewer; a 77-gallon per minute pump
station with duplex pumps, high water alarms; and approximately 250 linear feet of 4-inch force main
(from original Permit No.WQ003830)to serve existing connections in Escoba Bay Phase 4(Lots 429,430,
439,and 574)and Phase 5(Lots 505,506,509,511,513,and 533)and to serve an additional 41 unspecified
three-bedroom lots in Escoba Bay Subdivision with a permitted flow volume for 55 three-bedroom lots of
13,200 gallons per day(reduced from 19,800 gpd w/flow reduction applied).
WQ0008714 dated January 4, 2001 — Whitewood Village — approximately 2,586 linear feet of 8-inch
gravity sewer; a 55-gallon per minute pump station with duplex pumps, high water alarms, dual source
power,and portable generator receptacle;and approximately 795 linear feet of 3-inch force main to serve
22 three-bedroom lots in Whitewood Village(Lots 1-8 and 41-54)with a permitted flow volume of 5,280
gallons per day(reduced from 7,200 gpd w/flow reduction applied).
WQ0008971 dated January 4,2001—Mill Run at North Shore—approximately 5,804 linear feet of 8-inch
gravity sewer to serve 13 three-bedroom lots in Mill Run at North Shore(Lots 6, 7,9, 12, 14, 16, 18,20-
22,24,31,and 35)with a permitted flow volume of 3,120 gallons per day(reduced from 4,680 gpd w/flow
reduction applied).
Permit No.WQ0034485 December 8,2021 Page 5 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
WQ0014790 dated July 17,2000-Chadwick Acres/Crystal Cove-approximately 10,250 linear feet of 8-
inch gravity sewer; a 11-gallon per minute, 64-gallon per minute, 107-gallon per minute, and 215-gallon
per minute pump station each with duplex pumps, on-site audible and visual high water alarms, and
portable standby power supplies;and approximately 1,900 linear feet of 2-inch force main;450 linear feet
of 2.5-inch force main; approximately 2,328 linear feet of 3-inch force main, approximately 1,878 linear
feet of 5-inch force main;and approximately 25 linear feet of 6-inch force main to serve Chadwick Acres
Phase 2 (Lots 1-3, 5, and 7); Crystal Cove (Tracts 1-6, Lots 1RA, 4RA, 8RA, 9RB, 10RA, 10RB, 11RA, 11RC,
12RC, 13RA, 13RD, 14RB, 14RC, 14RD, 15RA, 15RB, 16RC, and 16RD); Phase 3, Block B (Lots 1-11, 18-20,
22,and 23); Phase 3, Block C(Lots 1, 3, 8, 10, 18, and 22-31); Phase 3 Block E (Lots 3, and 5-13); Phase 3,
Block F(Lots 2-13, 15 and 16); Phase 3, Block G(Lots 1-10 and 13); Block H(Lots 18R(1)and 18R(2));Phase
4(Lots 2 and 7-16); Lot 16,Block B at Chadwick Acres;Lot 3,Block G at Chadwick Acres;and Lot 3 Block G
at Chadwick Acres with a permitted flow volume for 101 three-bedroom lots of 24,240 gallons per day
(reduced from 36,360 gpd w/flow reduction applied).
WQ0017431 dated May 17, 2000 - Golden Acres - approximately 7,460 linear feet of 10-inch gravity
sewer; approximately 5,570 linear feet of 2-inch force main; approximately 1,875 linear feet of 4-inch
force main;approximately 25,100 linear feet of 8-inch force main; a 350-gallon per minute(main),a 100-
gallon per minute(#2),a 20-gallon per minute(#1),a 30-gallon per minute(#3),and a 60-gallon per minute
(#4) pump station all equipped with dual pumps and high water alarms to serve a total of 57 three-
bedroom lots in Golden Acres Subdivision(Lots 1,2,4,6-8, 10-22, 29-33,37,39,40,48,52,66,68,69,81,
82, 84, and 85) and Pages Golden Acres (Lots 1, 2, 5, 11-13, 16-20, 22-30, and 64) with a permitted flow
volume of 13,680 gallons per day(reduced from 20,520 gpd w/flow reduction applied).
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: WQ0034485
Issued Today: December 8,2021
DocuS gncd by.
"Teo.
0o. 1 trI 0 oti
11
- •7F7a1E73BuF3a56
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.WQ0034485 December 8,2021 Page 6 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
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. [1SA 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. [1SA NCAC 02T.0110]
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.WQ0034485 December 8,2021 Page 7 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348A853E
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
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.WQ0034485 December 8,2021 Page 8 of 12

• I
DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
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.WQ0034485 December 8,2021 Page 9 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348AB53E
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.WQ0034485 December 8,2021 Page 10 of 12

DocuSign Envelope ID:AF2E71F3-F683-4130-9879-101A348A853E
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Pluris LLC
PERMIT#: WQ0034485
PROJECT: Landing at Mill Creek Phase S
ISSUE DATE: December 8,2021
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 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, 11 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:
approximately 4,346 linear feet of 8-inch gravity sewer;an 80—gallon per minute pump station with duplex pumps,on-
site audible and visual high water alarms,telemetry,and an automatically activated stand-by bypass pump as well as
approximately 1,218 linear feet of 4-inch force main to serve 90 three-bedroom residences(80 qpd/br)and an amenity
center(1,000 qpd)as part of the Landing at Mill Creek Phase S project,and the discharge of 22,600 gallons per day
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 ❑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:AF2E71F3-F683-4130-9879-101A348A653E
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? n Yes n No
3) Final Engineering certification? n 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: n Yes ❑ 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 ❑ No
• If yes,ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(S). 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 ❑ 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 1.l(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 thereto 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.

IN TESTIMONY WHEREOF,the parties hereto set their hands and seals on the date first
above written.
SELLER:
PLURIS,LLC, a North Car'Tina limited )lability company
By Its Manager: 1 ris Adv s rs,L i_a Texas limited liability company
By: 114 dlii
Mautic'Gallarda,Manager
PLURIS WEBB CREEK, !LC,a North Carolina limited liability company
I
By Its Manager: I ris A v'sdrs,/ C,a Texas limited-liability company
By: {ax,` ' /R�b --
Maurice Gallarda, Manager
BUYER:
ONSLOW WATER AND SEWER AUTHORITY
By:
Michael R. Bennett,Chairman of the Board
STATE OF -rr.e.1 5 COUNTY OF Q A-I I a,,s
I,the undersigned Notary Public of the County or City of L wJ 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 9'14`day of Navuh{ae.-,2023.
--zsOFFICIAL SEAL `
Notary Public Signature
— aN.
— — — ———— Printed Name 13ranc: Stv.;-4,.
,�„o, BRANDI SMITH My commission expires: 1‘/, ,/1:01�.
NotarylD Y130708983 i
�‘ I� MY CvRnnissf on 6cptre
?ova November 12,2024
1

•
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:
icha .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 PIuris 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 and5jnw 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.
pi�
Witness my hand and Notarial stamp or seal,this / day of 1`;o' io€c ,2023.
[OFFICIAL SEAL] ,09J
Notary Public Si nature
Printed Name ,.....0(Q t,e.-.
l;/Y.rr!!!!!✓1IJ!!J!!!!!!!!!✓!1 My commission expires: O 7- 0
1 Rhonda Q Shobe
Notary Public
Onslow County
North Carolina S
M
1!lJlJf!✓!!ll/lll✓'OlJI./:.