WQ0040043_Regional Office Historical File Pre 2018

Water Resources
F. nvirc n ierta0 (ally
June 6, 201.8
Mr. Andy Lucas, Principal
Optimist Park Partners
623 5. Cedar Street, Suite A
Charlotte, NC 28202
MICHAEL S. E:GA,N
LINDA CULPE',,PPER
! (eV'Ifl La,recrekr
Subject: Permit No, WQ0040043
Optimist Park Partners
Parkwood Square Townhomes (aka 300
Optimist Park Townhomes)
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Lucas:
In accordance with your application received June 4, 2018, we are forwarding herewith Permit Non
WQ0040043 dated June 6, 2018, to Optimist Park Partners (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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 foliowing conditions containedwithin this permit:
Condition I1.1: 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,
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 foliowing receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 1508 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.
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If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
DocuSigned by:
A14CC681AF27425...
byW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: James R. Bays'inger, II, R.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files.
PERCS (e-copy)
2

NZ
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
Optimist Park Partners
Mecklenburg County
for the construction and operation of approximately 792 linear feet of 6-inch gravity sewer as part of the
Parkwood Square Townhomes (aka 300 Optimist Park Townhomes) project, and the discharge of 11,210
gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage system,
pursuant to the application received June 4, 2018, and in conformity with 1SA 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.
❑ocusigned by:
A4d(`r.ARtAF77A75
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number; WQ0040043
Permit issued: June 6, 2018 .

SUPPLEMENT TO PERMIT COVER SHEET
Optimist Park Partners 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 Divisions 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.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 11,21.0 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 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Optimist Park Partners and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [iSA
NCAC 02T.0304(h)]
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.01151
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)]
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 (Le. 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.
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
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 VI 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.0198(b)j
7. Upon completion of construction and prior to operation of these permitted fac'il ties, 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.
6

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 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 ngineer 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-
215A(b)]
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Optimist Park Partners
PERMIT #: WQ0040043
PROJECT: Parkwood Square Townhomes (aka 300 Optimist Park Townhomes)
ISSUE DATE: June 6, 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 (❑ 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:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality' Water Resources 1 Water Quality Regional Operations
Mooresville Regional Offieei 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704 663 1699

E OF NORTH CAROLINA W(O4'O'I3
COUNTY OF Mecklenburg Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AiGaEMENT made pursuant to G.S. 143-215.1 (di) and entered into thi61
s' day of
i
• 'VD I , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Optimist Park Partners, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
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 Parkwood Square Townhomes
(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 fling 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) Parkwood Square HOA (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws 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 andlaw.
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.

he 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 yearlybudget.
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 I, 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:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
4.1.inda Culpepp
Interim Director, Division of Water Resources
Optimist Park Partners, LLC
Name of DEVELOPER
By.
(Signature)
Andy Lucas, Manager of Optimist Park Partners, LLC
Print Name and Title
5/31/2018
(Date)

May 31, 2018
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Optimist Park Townhomes
aka Parkwood Square Townhomes
Fast Track Application FTA 10-14
To whom it may concern;
Enclosed please find the Fast Track Application for the referenced project.
The project includes the construction of a private sanitary sewer extension to serve
a new residential townhorne project.
This package includes the following;
• Check ## 1 in the amount of $4810,00
• Application and Checklist (FTA 04-16)
• Street level map (by Google, 2018)
• USGS Quad map
• Charlotte Water flow acceptance letter (5/30/2018)
• Developer's Operational Agreement
Please contact me with any comments or questions at [phone].
Sincerely,
Jamey Baysinger
Project Manager
Enclosures (listed above)
CC: Andy Lucas, Optimist Park Partners
131 NORTH TRYON sr,
surr 1400
CHARLOTTE, NC T 704.334,702s
20202 F 704,334,7926

Div on of Watetr Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: t l" (to be completed
Alt items mut beco. rrxpleted or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Optimist Park
(company, municipality, FIOA, utility, et
Applicant type: f 1nd.ividual © Corporation
© Federal
General Partnership
© State/County © Municipal.
3, Signature authority's name: Andy as per 15A NCAC 02T .01 0t(b)_
Title: Principal
4, Applicant's mailing address: 623 S. Cedar Street, Su
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: (CO) $04-0360 Email Address: andy,lucas(wheaw `ight.corn.
va
E] Other
iI. PROJECT iNFOR'MATION:
1, Project name: Parkwood Square Townhomes (tka 300 Optitttist Park Townhomes)
2. Application,/P.roject status: ® Proposed (New Permit) © Existing Permit/Project
If a modification, provide the existing permit number. WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,2345° Longitude:-80,8.254'
5, Parcel ID (if applicable): 08106111,
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1 Professional Engineer: James R. Baysingcr. 11
Firm: Stewart Ittc
Mailing address: 101 North Tryon St. STE 1400
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: jbaysinger@),stewartine.eora
License Number: 3.4628
JV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
l . Facility Name: Sugar Creek WWTP Permit Number: NO/024937
Owner Name: Charlotte Water
V. RECEIV ING DOWNSTREAM SEWER INFORMATION (if differen
Permit Number(s): WQ Downstream (Receiving) Sewer Sire:
System Wide Collection System Pe nut;l` lniber(s) (ifappl`i:able): WQCS
Owner Name(s):
y-Owned Public Utility
FORM: FTA fk4-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public. Convenience and Necessity been attached?
❑ Yes ❑No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ZN/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
El Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see 02T.0114(f1)
Daily Design Flow n'h
No. of Units
Flow
Residential (Townhomes)
190 gal/Unit
59
11,210 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,210 GPD
a See 15A NCAC 02T .01 l4(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: l I.21Q GPD (per 15A NCAC 02T .01 14)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16-
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA (If Applicable)
1. Summarize gravity sewer to be permitted;
Size (inches)
Length (feet)
792
MDC (Gran ity Sewers):
Material
DIP
r Section. II &: III of the MDC for Permitting of Gravity Sewers contains inforrrration related to design criteria
• Section HI. 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
I, Pump station number or name:
2. Approximate Coordinates (Decimal. Degrees): Latitude: � Longitude: - , t
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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A N t;. AC 02T .0305(h)(1):
© Standby power source or pump with automatic activation and telemetry. - 15A NCAC 02T .0305(h)(I)(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:
E Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
© Portable pumping unit with plugged emergency purnp connection and telemetry - 15A NCAC 02T .0305(h)(i)(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.
• If the portable power source or pump is dedicated to multiple purnp 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 Pat: 3 of 5

IX. SETBACKS r3" S PARATIONS — (02B .0200 & 15A NCAC 02T .0305(0)�
1. Does the project comply with all separations found in 15A. NCAC 02T .0305(:f) & i
A NCAC 02T..0305 fi contains tttinimum sesaratitan that shall be .rovided f
Setback Parameter*
Storm sewers and other utilities not listed below vertical'
Water mains "vertical -water over sewer including in benched trenches
Water mains hori,ontal�
Reclaimed water lines vertical - rec1aimed over sewer)
Reclaimed water lines horizontal - recta over sewer`
**Any private or public water supply sou.
Class 11 ima ounded reservoirs used as a s+
including any wet
e of drinkinwate
waters of Class i or
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SU from normal
h water .ordde elevation and wetlands see item IX.2
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An, buildira foundation
An basement
To. s1oWe ofembankment or cuts of 2 feet or more vertical hei; ht
Dratna to s stems and intercea for drains
An 'Irnitinrls
Final earth ad e vertical
Yes 1I No
See•aration Re uired
24 inches
18 inches
1.8 inches
100 feet
10 feet
I SA NCAC 02T.0305(g) contains. alternatives where separations in 02T,0305(d) cannot be achieved.
• **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
• if noncompliance with 05 t see Section X, of this application
2. Dues the project comply with separation requirements for wetlands? (50 feet of separation) © Yes 0 No N/A
• See the Division's draft separation requirements tier situations where separation cannot be meet
➢ No variance is required if the alternativedesign criteria specified is utilized in design. and construction
• As built documents should reference the location of areas effected
Does the project comply with setbacks found in. the river basin rules per 15A NzC: C (f2,E3 0200' 0 Yes
This would include Trout ,Buffered Streams per 1.5 A NCAC; 213.0202.
4. Does the project requ:irc coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer 1'crnritting Branch
Yes
N'A.
Does project comply with l fi A NC`"C i3'l` t)1115(,^)(6) (additional permits/certifications)"? Yes [ No
Per 15A NCAC 02`T.0.105(c)t5)), 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, storrnwater management plans, etc,).
Does this project include any sewer collection 'lines that are deemed "high -priority?"
Per l5ANCAC 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.
EJ Yes
No
NIA
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 sir -months and inspections
documented per 1SA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM, FTA 04-1 h Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with
and Force Mains (latest version), and the
' 02T, the
n Criteria for the Perim Ling of Pump Stati
:ria ilatest versi.onY as applicable?
Yes EI No
If No, complete and subunit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
mes e
(Professional Engineertd"`name fm Application Item 111.
attest that this application for
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 documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and 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 my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE _ In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certifcation 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.
North Carolina Professional Engineer's seal, signature, and date:.
Applicant's Certification per 15A NCAC 02T .0106(b):
1,
Andy Lucas, as Manager of Optimist Park Partners, LLC
(Signature Authority's name & title from Application Item
.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. l understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition.
of this permit be violated. l 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 14372_15.,bt\ and 143 21.5,6,B, 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 line not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
as Manager of Optimist Park Partners, LLCDate: 5/31/2018
FORM: FTA. 04-16 Page 5 of 5

My Map
40 ft
USGS National Atlas 1 City Of Charlotte, NC, State of North Carolina DOT, Esri, HERE, Garman, INCREMENT P, USGS, EPA, USDA

CHARLOTTE
WLTER
May 30, 2018
Mr. David Starke!
Stewart Engineering, Inc.
101 N Tryon St
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
300 OPTIMIST PARK
E 16TH STREET & N CALDWELL STREET, CHARLOTTE NC
CLTWATER TRACKING# 20171599
After an analysis of the sanitary sewer system associated with the proposed design of project, 300
Optimist Park, it was determined that there will be sufficient capacity to accommodate the proposed
sewer flow of 11,210 gallons per day (59 townhome units x 190 gpolunit) 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 publically owned treatment works, Please see the attached NC
DEQ FTSE 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 (2) years of issuance of this flow acceptance; and payment for any service connection(s) have
(2) p acceptancer
n�rtbeenrecerved within years of issuance of this flow acceptance, this flow 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- Brookshire NA, Charlotte, :NC2?216 charlottewater.arg
Operated by the City of Charlotte

Division of Water € esources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Stewart Engineering, Inc.
Project Name for which flow is being requested: 300 optimist Park
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. TotaI actual and obligated flows to the facility
h. Percent of permitted flow used
Alt flows are in MGD
99.000
11.466
65_.433_
0.011
76.910
77.7%
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 Obligated,
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 Flow 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): E 16th Street (Prior 1974)
Downstream Permit Number: Unknown
Page 1 of 2
FTSE 04-16

III. 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 Iisted above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Jk2YV\J
Signing oft 'al Signature
•
7/t 7
Date
Page 2 of 2
FTSE 04-16

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 AncJual Report form
Limited Liability Company
Legal Name
Optimist Park Partners, LLC
Information
Sosld: 1582438
Status: Current -Active
Annual Report :.,'~atus: Current
Citizenship: Domestic
Date Formed: 3/21/2017
Fiscal Month: January
Registered Agent: Warren, William C.
Addresses
Mailing Principal Office Reg Office
601 S Cedar St Ste 500 601 S Cedar St Ste 500 601 S Cedar St Ste 500
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
Reg Mailing
601 S Cedar St Ste 500
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Beauxwright Management, LLC
601 S. Cedar Street, Suite 500
Charlotte NC 28202
https://www.sosnc.gov/online_services/searchlBusiness Registration_Results 6/5/2018

FAST TRACK SE
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
Optimist Park Partners
W Qd040043
Parkwood Square Townhomes (aka 300 Optimist Park Townhornes)
June 6, 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 cornpletion
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 be en 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 perm ittedj,erein or portions thereof
Printed Name, Title
ENGINEERS CERTIFICATION
! ,James R as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (J periodically, ] weekly, fu6l tirrre) the construction of the
project name and Vocation 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:
Ej Final
Partial (include description)
Certification Cornments/Qualifiers (attach if necessary):
�v96. cs'r "»oral r�;asur�tn+t' ➢ ttviQt.�u r�adt�al
hif .Rtr oh�;,setlm F?a ,�ii»e,,�0 OfTi ,,1

May 21, 2019
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Permit No. WQ0040043
Optimist Park Partners
Parkwood Square Townhomes
(aka 300 Optimist Park Townhomes)
Certification of Completion
Mecklenburg County
To whom it rrsay concern;
Enclosed please find the Fast Track Sewer Engineering Certification for the referenced
project.
This package includes the following;
• Wastewater Collection System Extension Permit oVQ0040043.
• Fast Track Sewer Engineering Certification Form (signed).
• Developer's Operational Agreement.
• Sheet C6.00 Utility Plan marked up with as -built information.
• Plan and Profile sheets EX1 and EX2 showing as -built sewer profites.
• Water, Sewer, & Storm Drainage As-Builts of Parkwood Square
(11/28/2018)
Please contact me with any comments or questions at [phone],
Sincerely,
Jamey Bays�nger
Project Manager
Enclosures (,listed above)
CC: Andy Lucas, Optimist Park Partners
191 NORTH TRYON ST,
S TE 1400
CHARLOTTE, NC T 704.334.7925
23202, F 704.334.T926

Water Resources
ROY COOPER
MICIIAEL, S. RL?,GAN
L1NDaA. CULPEPPER.
As built check list (reference 2T .0300)
Reviewed By: Barry Love
Review Date: 06/101201.9
Project Name: Parkwood Square Townhomes (aka 300 Optimist Park Townhomes)
WQ#: WQ0040043
County: Mecklenburg
1) As -built has been signed, sealed, and dated by an N.C. PE Yes 1 No
2) Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous.
material pipe is specified. Manholes shall be 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 of manholes shall be 4 feet (48 inches). Yes No LI N/A
3.) Adequate information related to pump stations:
Ensure power reliability option is selected (15A. NCAC 02T,0305(h)). E Yes No N/A
4) Is Project design in accordance with (see section B,13 of VIA 1 "2- 12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version). Minimu.
Criteria for Permitting of Pump Stations and Force Mains (latest version). Yes
Design
No El N/A
If nc+, a variance approval is required per the requirements of I..5A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file,
5) Project contains high priority lines (15A NCAC 02'T .0402(2)) Yes No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403. (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe -- As built length I 1 Original length) < 10%. Yes No
If no application needs to be modified.
Suits t,rNorth if irohn
\lcxxesi0Ile Regional OW