WQ0039911_Regional Office Historical File Pre 2018

Resources
enr,a¢
April 17, 2018
Mr. J. Bart Hopper, Manager
Park Reece, LLC
1814 Euclid Avenue
Charlotte, NC 28203
MICHAEE, . REGAN
LINDA CULPEPPER
l i'r'eclor
Subject: Permit No, WQ0039911
Park Reece, LLC
Park and Reece
Wastewater Collection System Extension Permit.
Mecklenburg County
Dear Mr, Hopper:
In accordance with your application received April 9, 2018 and additional information received April 13,
2018, we are forwarding herewith Permit No. WQ0039911 dated April 17, 2018, to Park Reece, 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 This permit shall be effective from the date of issuance until rescinded, and shall be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:
Condition II.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition II.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual systemwide collection system
permit issued to the Permittee.
It shall be the 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 150B 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,
: '''`i4othin Compares _.
eutai r,"zr�lity 'Vaer f�ti'sGrrrce`a - Water
stcoc .$leer rrc, ucte 301 Moorest i11e. Nardi

If you need additional information concerning this matter, please contact Barry Love at (704) 235-214
or via e-mail at barry,[e-mail],
Sincerely,
DocuSigned by:
A14CC681 AF27425. _
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Matthew Mobley, P,E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
Park Reece, LLC
Mecklenburg County
for the construction and operation of approximately 117 linear feet of 6-inch gravity sewer as part of the
Park and Reece project, and the discharge of 1,330 gallons per day of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant to the application received April 9, 2018 and
additional information received April 13, 2018, 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.
p-DocuSigned by:
._A14('C6a1A 425
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039911
Permit issued: April 17, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Park Reece, 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 Charlotte Water Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024937,
Permitting of this 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.
1. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 1,330 gallons per day, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. 15A NCAC 02L0304(b)]
2. This permit shall become voidable unless the agreement between Park Reece, LLC and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
021-.0304(h)]
3, The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115}
II. STANDARD CONDITIONS
1, This permit is not 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
4

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)1
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.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]
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.
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. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, 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 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)1
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)1
7. 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 certification,

I
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 on digital media (CD or DVD disk) 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.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, 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 priorto'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; 1SA NCAC 02T
.0108(b-c)]
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 thisDivision, 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)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Park Reece, LLC
PERMIT #: WQ0039911
PROJECT: Park and Reece
ISSUE DATE: April 17, 2018
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. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. 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 registered Professional En ineer in the State of North Carolina,
having been authorized to observe (n periodically, n weekly, full time) 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 construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; 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:
C] Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Officel 610 East Center Avenue, Suite 3D1 I Mooresville, North Carolina 2g115
704 663 1699

TATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. V V (1)(ib3C 9 I I
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 131 day of
icpt 13 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Park Reece, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
W ITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as Park and Reece (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the Iaws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 11-17 Page 1 of 2

r
. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
Perk \Zeece LLB
Name ofDEVE OPER
�. ,. By:
Linda Culpe> per (Sign tare) f 9
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
•
Interim Director, Division of Water Resources
(Date)
421A4-1 66(2.0,
Print Name and Title
if/41
(Date)
FORM: DEV 11-17 Page 2 of 2

State of North Car(litua
L)eparttnent of Environmental Quality
t1ision of Water Resources
15A N(",A( 021 .0300 — FAST VI`It4C'Ir SEWER SV&
FFNSIO\ APPLICATION
VIA 04-I6 & SUPPOR`I'ING DOCUMENTATION
All items must he completed or the tpp1kation
AI'I'I..I:ANT INFOR>VIITION-:
1. A..pplicant°s name: Park Reece_ 1 ( pally, mum
2. Applicant type: El Corporation
4,
© State,''(ouurty
711 r per 15AA N(,
hariotte State; NC
ipplicant's contact irtfiirma
Phone number: [phone] Entail .Address: bh 7,,per(
8203-
O.A, utility, etc.)
1 Partnership
pal
be returned
II. PROJECT INFORMATION:
I . Project name: Park and Reece
2, Application/Project status: 1'tc hosed (New Permit)
If a modification, provide the e i tang p rtxrit rtturrl)er: Vs QOO atte
l'f'nerv° construction but part of`a master plan, provide the existing permi
3, ('�ourtt where project is located:
u rg
[l Existing Peri
1)sstted date
0 Other
4. AApprodmate ('onrdinates (Decimal Degr°ees):I.atitude: $5 17( 27` 1 on nude 80.850780'
5. Parcel ID (if applicable), 1'7518301
for Parcel ID to closest downstream sewer)
CONSULTANT INFORMA'I`ION:
1, Professional Et t irte t.Matthew \1ohl .
Firm: Design Resource Group
address: 2459 Wilkinson Bot
rrlott State: NC
Phone nurnber (704) 3 . a-06088
lesarcl titrite 200
zip: 2lt2.08 T_
4 267
ril Address, matthewt`;
TREATMENT FA(:11„FI't° (\VW°TF) INFORMATI(
1. Facility Name: Sugar (leek Permit Number: NC0024937
Owner Name: (hark ttc lAa to
'RECEIVING DO4t4'"tiS1RE.SII f F,\ FII I VI
I. Permit \umher(s): AVQ_
TI)
Dovwnstrearn r:Receiv°ing) Sewer 4i�ie: _ inch
",vstern 'Wide Collection Svsteni Permit Numbeo s) a
Owner Naume(s):
FORM: 1'I".4 04-16 Para

VI. GENERAL REQUIREMENTS
1. lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public C6tiVeltl tl d co. t,*Vi<- *ached?
Yes ❑No ZN/A
2. lithe Applicant is tt 1)e+ eloper ofis to be sold, has a .Developer's Operational ype,rational 1greei
Yes LINO ❑N/A
If the Applicant is a Horn Property f)wners" #association, h.as anOperational .\.greement (FORM: 11.0., been attached?
Yes ENO NiA
4. Origin of wastewater: (check all that apply):
N Residential Owned
❑ Residential Leased
❑ School preschool ay care
❑ Food and drink faciilities
❑ Businesses r' offices / factories
Nature of wastewater ; 100
❑ Retail ('stores, centers, malls)
E, Retail with food preparation!service
Medical ._` dental :' veterinary facilities
Church
Nursing dome
Domestic/Commercial % Commercial
% Industrial (See 15,A NCAC 021 .O10 {20))
-r►Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A. NC.A.0 02T .0114(ft? El Yes
If yes, provide a.copy of flow reduction approval letter
7. Summarize wastewater generated by project.
Establishment Type (see 02T.01 I401)
See l sA NC.AC` (12T .Ol l al b
dwelling; proposed a .nknown non-r
and residential property located sou
in (] S. 42A- .),
Daily Design Flow n,e
nt (FORM: DEN') been attached?
❑ Car Wash
0 Hotel and'or Motels
Swimming„ Pool /Clubhouse
Ej Swimming Pool/Filter Backwash
❑ Other (Explain in ,attachment)
No
'No. of Units] Flow
6 1330 GPI)
GPD
GPD
GPI=)
ci ei2 for caveats to wastewater design flo rates (i.e., minimum .flaw per
pment uses; public access facilities located near high puhl.ic use areas;
er eastt?fthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
b Per 15A NCAC 02T ,01.14(c), design flow rates for establishments not identified [in table 15 A '\("'AC 021.01 141 shall be
determined. using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8,. "astewater generated by project: 1 ;"30 GPD (per 1 7r NCAC. Qa2T ,(il 14)
Do not include future flows or previously permitted allocations
lfpermitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will he permitted in subsequent perrni
❑ Flow has already been allocated in Permit Number
❑ Rehabilitation or replacement of existing sewer with no new flow expected.
❑ Other (Explain):
that connect to this line
FORM; FTA 04 l6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
117
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(11)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ lithe portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(I)):
l . Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1SA NCAC 02B .0200? ❑ Yes ❑ No ® N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 &Buffer Permitting Branch
❑Yes ®No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No ® N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. (ERI U IC:k t IONS:
1, Does the submitted system comply with 15AN(TA(30:2-1, the Minimmit.D04f,,in Criteria„forj1 Penuitti!j. ul Pu. ,p Stations,
i:ind Force Mains (kites( version], and the Ciravit) Sever Mininium..Desnan Crit.eriailatest version} .as applicable?
El Yes 1171,,
complete and submit the Variaiteel.Alternative Design Request application (VADC 0-14) itnd supporting 'documents for
review, Approval of the request is required prior to submittal of die Fast Track Application and supportine documen
2. Professional Engineer's Certification:
attest t
Protessiona, E iacr s ritur from ,Application Item Li 1.1.,)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting c.locumentation to the best a my is eda.± 1further attest film to the b.est
of my knnwledge the proposed design has been prepared in accordance with the applicable regulations, GravitySewer
Minimum Design Criteria for Gravity Sewer (latest version), tild the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under nay signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
ha
application for
NOTE --In tccordance with General Statutes 143-215,6A and 14,3-215,6B, any person who knowingly snakes any fake
statement, representation, or certification in any application package shall be gtility iLYf 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.
North Carolina Professional Engineer's Sea Signature, and date:
3.. ,Appficant's Certification per 1.SA NCA(' 02T „0 (bk
A
aka. attest that this a i)tication for
(Signature. / 's a n- &f. title from Kpplication rtem1.3.
has been reviewed by na. and Os accurate and complete. to the best cif my knowledge, 1 mi der.tanJ that if required parts of
this application are not completed and that if all required supporting documentation and attachments are not includ.ed, this
application package is subject to being returned 45 illeOrnpkte, 1 understand that any discharge of wastewater tom this non -
discharge system to surfacewatersir the land s 1 re,u It n an immediate enforcement action that may include civil penalties,
injunctive relief, 'and/or criminal prosecution. 1 will make no clam against the Division of 'Water Resources should a condition
of this permit be violated. also understand that if ail required parts of -this application package are not completed and that it
required supporting ittfOrmation and attachments are not included, this application. package will be returned to me as
incomplete,
NOTE — In accordance with Genera! Statutes Pt3-215.6A and 1.43-21.5..6B, any person who knowingly makes any false
statement, representation, Or CertifiCatiOn in arty applictition package shall he ,ginity ,af a Class 2 misdemeanor, which may
'include a. tine not to exceed $10,000 as 'well as civil penalties up to $25,000 per violation,
Signature:
/1,4 Ae24?
FORM: PTA 04-16
Date:
l"age 5 of 5

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1622477
Date Filed: 9/6/2017 3:48:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2017 249 00737
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles
of Organisation for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Park Reece, LLC
(See item lof the instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of a member, organizer or both by checking
the applicable boxes.) Note: This document must be signed by all persons listed.
Name Address Capacity
Kent Davis Jones 2907 Providence Road, Suite A303, Charlotte, NC 28211 ❑Member ❑(■Organizer
DMember DOrganizer
DMember DOrganizer
3. The name of the initial registered agent is: J • Bart Hopper
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 229 East Kingston Avenue
City Charlotte State: NC Zip Code: 28203 County: Mecklenburg
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City
State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. ❑� The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street: 229 East Kingston Avenue
City: Charlotte state. NC Zip Code:
BUSINESS REGISTRATION DIVISION
(RevircdJuly 2017)
P.O. Box 29622
Page 7
28203 County: Mecklenburg
RALEIGH, NC 276264)622
(Fenn L-01)

1
i
The mailing address, if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
7. Any other provisions which the Limited liability company elects to include (e.g., the purpose of the rrntity) are
attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
creation document.
Name
Title
Business Address
J. Bart Hopper
MemberlMarta ea'
g
229 East Kingston Avenue Charlotte, NC 28203
9. (Optional): Please provide a business e-mail address:
The Secretary ofState's Office will e-mail the business automatically at the address provided above at no cast when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
This is the 6th day of September, 20 17
Signature
Digila9y szgned by Kant Davis Janet
Kent Davis Jones Date: 2017.09.0614 325-W0
Type or Print Name and Title
Kent Davis Jones. Organizer
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised July 2017)
P.O. Box 29622
Page 3
RALEIGH, NC 27626-0622
(Form L-0J)

CHARLOTTE
TER
October 12, 2017
Mr, Matthew Mobley
Design Resource Group, PA
2459 Wilkinson BV
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
PARK AND REECE
3917 PARK ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20171380
1,111:1EICGIVEDINCOEINROM
woRos
IIIII:1831()NAL OFFICE
After an analysis of the sanitary sewer system associated with the proposed design of project Park
and Reece, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 1,330 gallons per day (6 townhome units x 190 god/unit; 1 single-family lot x 190 gpdflot) at
the connection point(s) indicated on the submitted utility plan for transmission to the Sugar Creek
Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This acceptance of
flow is based on the existing capacity of the designated publicly owned treatments works. Please
see attached NC DEQ flow tracking form,
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management
Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NC DENR, However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct permits are not obtained and construction has not started
within one (1) year of issuance of this flow acceptance; and payment for any service connection(s)
have not been received within (1) year of issuance of this flow acceptance, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 51:00 Brooksh rP, Blvd, Char lor.r..e. \IC 2821:6 charlottewater org
dls' Operated by the. cvt
CharJotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
of Wester Resources
(FTSE 04-16)
Entity Requesting Allocation: Design Resource Group, PA
Project Name for which flow is being requested: park and Reece
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Alt flows are in MGD
99.0
11.957
65.375
0.001
77.233
76.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obhgated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD FIow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Park View Haven (1949)
Downstream Permit Number: Unknown
Page 1 of 2
FTSE 04-16

rIII. Certification Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of till' . form indicates acceptance of this wastewater flow.
Signing Offic
io/////7
Date
Page 2 of 2
FTSE 04-16

USGS AND BASIN
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T06.343.0649
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EX1.2

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual
Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
• Print an Amended a Annual Report form • Print a Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Park Reece, LLC
Information
Sosld: 1622477
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 9/6/2017
Fiscal Month: January
Registered Agent: Hopper, J. Bart
Addresses
Mailing Principal Office Reg Office
229 East Kingston Avenue 229 East Kingston Avenue 229 East Kingston Avenue
Charlotte, NC 28203 Charlotte, NC 28203 Charlotte, NC 28203
Reg Mailing
229 East Kingston Avenue
Charlotte, NC 28203
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business Registration_Results 4/10/2018

d
rDESIGN
" RESOURCE
µi GROUP
April 9, 2018
NCDENR — Division of Water Resources
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
RE: Park and Reece
Fast -Track Application for Gravity Sewer Collection Systems
Dear Sir/Madam:
WOROS
Enclosed, please find enclosed the Fast Track Application Package for a gravity sanitary sewer
extension to serve the proposed 6 townhomes of the Park and Reece community located in
Charlotte, North Carolina.
The enclosed submittal package includes the following:
• Application Form (FTA 06-14) (1 original)
• Application Form (FTA 06-14) (1 copy)
• Application Fee ($480 Check)
• Flow Tracking/Acceptance Form (FTSE 08-13)
• River Basin Map
• USGS Quad Map
• Street Level Map
if any additional information is needed to process this request, please do not hesitate to contact
me at directly 704.343.0608 x318.
Since
De
Mattf'fewL. Mobley,pP,E.
Principal
p, PA
2459 ,, ,,it!d17h`.�.�;ln 1 (:!?. Ie4�' d..`^.�t.�.:t`r„- 4u 0 W.

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Park Reece, LLC
WQ0039911
Park and Reece
April 17, 2018
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. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. 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.
t-V)
Printed Name, Title
Signature
ENGINEERS CERTIFICATION
yas a dul gistered Professional En Ineer in the State of North Carolina,
ha ing*been authorized to observe ([ periodically, (1 weekly, En
full time) 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 construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; 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 m erials.
Date
North Carolina Professional Engineer's Seal w/signature & date:
pit Final Pa
is
include description)
Certification Comments/Qualifiers (attach if necessary):
State of North C"aroli,u, 1
it
terR'eFaurces Water Quality Regior
Mooresville Regional Office 610 East C'eirter Avenue, Suite 301 1 NtooresviIte, North Ca.

T
Date.
A
ITT
December 18, 2018
To: Mooresville Regional Office ater Quality Section
Attention: Barry dove
10 East Center Avenue
Mooresville, North Carolina 2811
Deference: Private Sewer , sbuilt Sub ittal
Jo -009 Solis Berewidk Corrtmons
Chris,
Please firedattached the following for the Packwood Residences'
afar
ain relocation
Quantity Date Description
1 12/1812018 Original Past Track Sewer Engineer ng Cec
cation
If you have any questions or require any additional nforrr ation, please let rrte know, You can contact e
directly at 704,343 0608 x 319.
Sincerely,
DESIGN URC GROUP, PA
Kent Ieplinger
Associate