WQ0037203_Owner (Name Change)_20171002

Water Resources
£NVInoPMaNYAL GUAtrrY
October 2, 2017
Brad Coburn, CFO
AEP•CharterWayne, LLC
222 SW Columbia, Ste. 1750
Portland; OR 97201
Subject: Change of Ownership Approval
Permit No. WQ0037203
Wayne Preparatory Academy - Phase 1
Wayne County
Dear Mr. Coburn:
Division personnel have reviewed and approved your permit modification request for Permit No.
WQ0037203. This modification is to change ownership from Vertex 111, LLC to AEP Charter Wayne, LLC,
and AEP Charter Wayne, LLC is now responsible forthe continued operation and maintenance of the
subject wastewater collection extension. Our database has been revised to reflect the ownership change.
The Permittee shall maintain compliance with its Individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0400 and GS 143-215.9B. tf
an individual permit is not required, the performance criteria as required by 15A NCAC 02T .0403 shall be
met. If you have any other questions regarding this matter, please contact Monti Hassan at (919) 807-
6314 [email:[e-mail].
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
for Jay Zimmerman, Director
Division of Water Resources, NCDEQ
enclosures: WQ0037203
Jared Haddock, Vertex III, LLC [e-mail])
Washington Regional Office, Water Quality Regional Operations Section
Water Resources Central Files —WQ0037203
PERCS Files (electronic copy)
- Nothing Compares
State of North CaroIna I ErMronmsntal Quality.' water Resourcas
1617.Mail Service Center.' Raiaigh,Narth Carolina 276991617

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RCDEFI,,
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANE� �� O
N
DEPARTMENT OF ENVIRONMENT D NAU�pURGES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
General Statutes -of North Carolina as
provisions of Article 21 of Chapter 143, ranted to the
In amended,dande othere the
Regulations, permission is hereby g
and applicable Laws, Rules' and g
Provo Land Exchange III, L.C.
Wayne County
um station with duplex Pumps• on -site
Ilon per minute pump operation of a 190-i� and permanent generator with automatic transfer switch,
for ibe construction h and ap telemetry, and approximately tic feet t4
as
audible and p r x mate water alarms, gravity sewer, ly20linearfacility of 44
approximately 1,243 linear feet of 6-inch g plus, gallons
inch forcewell as apenor cafeteria (578 students)and the pre-kindergarten
of g
persons)
main to serve school with at Academy — Phase 1 project, sewerage
7
as part of the Wayne Preparatoryof Goldsboro's
persons) Pa with 1 existing the
er day eceived June 16, 2014 and In conformity llc15A; the D2isiohe
of collected domesticJcommercial wastewater into the �� 96 as app
P Iication 19
system, pursuant Sewere the application Design Criteria adopted February 12, tee June 1,
of Pump Stations and Force Mains adopted
of
Division's Gravity i Minimum Fast -Track
Tfiled oansd approved e by the dop
200a Minimum Design Criteria for therupp rt ng data sub subsequently
Environment
as applicable; and other supporting art of this permit.
Environment and Natural Resources and considered a P rescinded and shall be subject to the specified
This permit shall be effective from d Cdate
er e�of Issuance until
conditions and limitations con
Permit issued this the 19th day of une, 2014.
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR Management Commission
By Authority of The Environmental Mang
Permit Number. WQ0037203

SUPPLEMENT TO PERMIT COVER SHEET
Provo Land Exchange III, L.C. 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 City of Goldsboro's WWTP
(NC0023949) prior to being discharged Into the receiving stream.
Permitting of thls project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's 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 CONDi11ONS
_ ,r
1. This permit shall become voidable unless the agreement between Provo Land Exchange III, L.C. and the
City of Goldsboro for the collection and final treatment of wastewater is In full force and effect.
2. If, at any time, the additional wastewater flow volume made tributary to this sewer extension is
believed to exceed the value permitted herein, a modification shall be requested for thls permit from
the Division of Water Resources to properly allocate the subject wastewater flow.
3.. 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 variarce 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.
4. The abandonment of any existing wastewater facilities Including septic systems being. replaced by new
sewer infrastructure shall be done in accordance with the applicable agency having compliance
oversight on such facilities.
t1. 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 thls request shall be considered on its
merits and may or may not be approved.

This permit shall become voidable unless the, wastewater; collection facilities are constructed in
accordance with the con
2 permit; 15A NCAC 2T;
the Division's Gravity Sewer Minimum
ditions of this Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
st-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
Fa supporting materials unless specifically mentioned herein.
This permit shall be effective only -with respect to the nature and volume of wastes described in the
3. P application and other supporting data. The
The wastewater collection facilities shall be property maintained and operated at all times. 4permit for the
Permittee shall maintain compliance f these with
as requireddby 15A NICAcollectionT .0403. If an individual permit
operation and maintenance ° performance criteria shall be met as provided in 15A NCAC 2T .0403:
Is not required, the following
a. The sewer system shall be effectively maintained and ortoff at
all t matees orsta prevent arddlo hs fi to
ce
land or surface waters, and to prevent any contravention
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. Pumpithat are not connected to a telemetry system shall be inspected every day (Le. 365
stations stations that are connected to a telemetry system shall be inspected at least
days per year). Pump
once per week
High-priorlty sewer lines shall be inspected at least once per every six -months and inspections are
documented.
A general observation of the entire sewer system
Overflows and bypasses shall be reported to the
with i5A NCAC 2B .0506(a), and public notice
General Statute §143-215.1C.
h. A Grease Control Program is In place as follows:
1. For ublic owned collection systems, the Grease Control Program shall include at least biannual
p
the legal
distribution of educational materials for both commercial esbllshments.slThe ial plan shall also include
means to require grease interceptors at existing enforcement for violators and the legal
legal means for Inspections of the grease interceptors,
means to control grease entering the system from other public and private satellite sewer
systems.
an
2. a n privately owned collection systems, the Grease Control Program shall include at least i-
nual distribution of grease education materials to users of the collection system by the
Permittee or Its representative.
i
e.
f.
g-
shall be conducted at least once per year.
appropriate Division regional office in accordance
shall be provided as required by North Carolina

.
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 Washington Regional
Office, telephone number [phone], 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:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of alfdquate 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.
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.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form 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 certifjcatilon.

an
A complete certification is one where the form is
shall in lode executed
thfad tv ,nssupporting documents are
provided as applicable. Supporting documentationll
t' the project ect construction record drawings (plan & profile views of sewer lines & force
a. One co1
mains) of the wastewater collection system extension. ned as the design'ngs drawings that hat are marked
be clear on the
plans or on digital media (CD or DVD disk) and arerequired buffers, separation
up or annotated with after construction information, and show
distances, material changes, etc.
system curve,
b. One copy of the supporting pump station design calculations (selected pumps, rsy greaterurv,
calculations, available storage if portable generator(s) operating point, buoyancy urn stations permitted as
than longest past three year outage reliability option selected) for any pump
part of this project.
project•
that do not result in non-compliance with this permit, regulations, or the
c. Changes to the Minimum Design Criteria should be dearlyidentified on the record drawings, on the certification in
the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
a length increases of 10% or greater, increased flow,
non-compliance with this permit (includin g pip
d
n
nu
pumpof
station design capacity design increases of 5% orgreater,
anInc ei cases i the vumber t to the
connections), regulations, or the Minimum Design Criteria.Requested
Please
Design Criteria will be reviewed on a case -by -case basis and each on Its own
merit.
.ring the
Minimhmaarequested and approved note that variances to the Minimum Design Criteria should be the Division
peeing process prior to construction. Aftor repai Ion requests
t certification & activation.
are discouraged
and may not be approved, thus requiring replacement
g. A copy
of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities.
Failure to abide by the conditions and limitations contained inapplicable;
this permit;
15A
DiviNCACsion's Minimum;theD Design
gn
g' 2000 as
Gravity Sewer Design Criteria adopted February 12,1996 as pp adopted June 1,
applicable;
for the Fast -Track Track Permmaterialsof Pmays subject the Permittee toMains
an enforcement action by he
Division,
and other sucepp with
m
6C,
Division, in accordance with North Carolina
dl Statutes collect on facia es1and/orthrough
referral§of the North
construction of additional or replacement wastewater
Carolina -licensed Professional Engineer to the licensing board.
10. In the event tha
t the wastewater collection facilities fall to perform satisfactorily, Including the creation
of nuisance conditions, the Permittee shall take immediate
o additional ortreplacement faciive action, dt'�ties..ing those as may be
required by this Division, such as the construction
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules,ent
g regulations, or ordinances that may be imposed by other gover applicable genderuffer (local,Z stateA NCAC and
federal) which have jurisdiction, including but not limited to pp
2B .0200, erosion and sedimentation control requirements In 15A NCAC Chds under under the D vis0 n's
General Permit NCG010000, and any requirements pertaining
to and 15A NCAC 2H .0500.

Fast Track Engineering Certification
Permittee: Provo Land Exchange III, LC. Permit No: WQ0037203
Project: Wayne Preparatory Academy -Phase 1 Issue Date: 6/19/2014
Complete and submit thls form to the permit Issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be dear on the plans or on digital media (CD or DVD disk) in pdf
format. Record drawings should Indicate the design and the marked up changes during construction.
• Supporting design calculations {selected;pumps, system curve, operating point, available storage if portable generator(s) or
storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of
this project
• Changes to the project should be dearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design
criteria, Modifications should be submitted prior to certification.
This protect shall not be considered complete nor allowed to operate until the Division has received this Engineer's Certification
and all required supporting documentation. Therefore, it is highly recommended that this certification be sent in a manner
that provides proof of receipt by the Division.
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, Tttle '
Signature
Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duty registered Professional Engineer In the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of a 190-gallon per minute pump
station with duplex pumps, on -site audible and visual high water alarms, telemetry, and permanent generator with
automatic transfer switch; as well as approximately 1,243 linear feet of 6-inch gravity sewer, and approximately 320 linear
feet of 4 inch force main to serve as part of the Wayne Preparatory Academy — Phase 1 project, for the Permittee hereby
state that, to the best of my abilities, due' care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; 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.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DWR-WATER QUALITY OPERATIONS SECTION SUPERVISOR
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.
DWR Use Only
Flow from this protect is tributary to: