WQ0042451_Application (FTSE)_20220615

TRANSFORMING COMMUNITIES THROUGH COLLABORATIVE DESIGN'
Date: June 13, 2022
To: NCDEQ Mooresville Office
Attn: Fast Track Sewer Permitting
610 East Center Ave
Mooresville, NC 28115
Re: Glenn Abbey (FKA Woodlawn Townhomes)
UDP Project No: 19-071
To whom it may concern,
RECEIVED/NCDEQ/DWR
JUN 1 4 2022
WQROS
MOORESVILLE REGIONAL OFFICE
The attached Fast Track modification application is being submitted for a proposed residential
development, referred to as Glenn Abbey (FKA Woodlawn Townhomes). The original permit
number is WQ0042451. The site is located at 700 E Woodlawn Road in Charlotte, Mecklenburg
County, North Carolina. The proposed gravity sewer lines related to this application will serve 18
residential units. The flow allocation for this development is 3,420 GPD.
This modification is required because the private sanitary sewer connection has been revised. In
the originally approved permit, the sewer tied into a public main in Woodlawn Road. In the
attached revised utility plans, the sewer is now connecting to a public main in Fairbluff Place. The
number of units and the flow allocation is the same as the original permit. The only difference in
the original and modified applications is the length of private sewer PVC piping.
The following items are included within the submittal package:
• Application fee amount ($480.00)
• Approved Permit (WQ0042451)
• Completed FTA 04-16 modification application
• Limited Liability Company Articles of Organization
• Operational Agreement
• Charlotte Water Flow Acceptance Letter/FTSE
• USGS Quad Map
• Street Level Map
• Plan set
Please feel free to contact me via email([e-mail]) or by phone at (704)
334-3303 with questions pertaining to Glenn Abbey (FKA Woodlawn Townhomes.)
Hannah Breed, P.E.
Urban Design Partners
1213 w rnorehead street, suite 450, charlotte, ric 28208 p: 704.334.3303 ( urbandesignpartners.com

Division of War Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
C)1
Application Number:) Q0C4Ag6 / (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
RECEIVED/NCDEQ/DWR
JUN 1.4 20L2.
MO©RESVILWQROS
LE REGIONAL OFFICE
1. Applicant's name: Glenn Abbey Homeowners Association (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Peter Harakas per I5A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 2550 West Tyvola Rd #100
City: Charlotte State: NC Zip: 28217-
5. Applicant's contact information:
Phone number: [phone] Email Address: peter.harakas(2 saussyburbank.com
II. PROJECT INFORMATION:
1. Project name: Glenn Abbey (FKA Woodlawn Townhomes)
2. Application/Project status: ❑ Proposed (New Permit)
® Existing Permit/Project
If a'modification, provide the existing permit number: WQ0042451 and issued date: April 20, 2021
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: 35.173' Longitude: -80.869'
5. Parcel ID (if applicable): 17101152
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Smith License Number: 27890
Firm: Urban Design Partners
Mailing address: 1213 W Morehead Street, Suite 450
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Etnail Address: brian(i4urbandesignpartners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Numbers) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a
2. If the Applicant is a
3. If the Applicant is a
Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes ❑No ®N/A
Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
Homc/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
® Yes ❑No ❑N/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
❑ Nursing Horne
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(f))
Daily Design Flow a,b
No. of Units
Flow
Residential (townhome)
190 gal/unit
18 units
3,420 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,420 GPD
a See 15A NCAC 02T .0114(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 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,420 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
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
534
PVC
➢ Section II & 1I1 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 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 NCAC 02T .0305(h)(1):
❑ 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(h)(1)(C)
or
❑ 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.
➢ If the 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 & 15A NCAC 02T .0305(f)):
1. 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 1 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
➢ I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(tl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
Y If noncompliance with 02T.0305(f) or (e), 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
Y No variance is required if the alternative design criteria specified is utilized in design and construction
Y As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
Y This would include Trout Buffered Streams per 15A NCAC 2B.0202
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 I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I 5A NCAC 02T.OI05(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 strearnbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
Y 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit 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:
1, tvAxt..4 SML'C attest that this application for
(Professional Engineer's name from Application Item III.I.)
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 certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 7^F(i ! •• 14ARAX/1-5,. RrSrr� N i
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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. I 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. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
attest that this application for
FORM: FTA 04-16
Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No.
A% C (sail ).15j
HOME/PROPERTY OWNERS` OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
Ape t 1 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Glenn Abbey Homeowners Association , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Glenn Abbey
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction and
repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter47C
or 47F of the North Carolina General Statutes.
5. 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 ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to 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 ASSOCIATION 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 bythe Association except for Federal, State, and local taxes and insurance.
FORM: HOA 03-19 Page 1 of 2

3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System wil
be maintained out of the common expenses. In order to assure that there shall be funds readily available tt
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 fund allocated for the facility and shall be part o;
the yearlybudget.
4. In the event the common expense allocation and separate fund(s) 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 suet
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at anytime.
5. 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 ASSOCIATION 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.
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 ASSOCIATION 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 bythe issuance of a permit.
The ASSOCIATION 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
ASSOCIATION'S successor.
The agreements set forth in numbered paragraphs 1, 2, 3, 4; 5, 6, and 7 above shall be conditions of any
permit issued by the COMMVIISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. 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 Glenn Abbey Homeowners Association
MANAGEMENT COMMISSION Name OCIATION
S. Daniel Smith
Director, Division of Water Resources
z° p( i- 21
Date)
Peter Harakas, President
Print Name and Title
41/2/ 21
(Date)
FORM: HOA 03-19
Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Urban Design Partners
Project Name for which flow is being requested: Woodlawn Townhomes
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, N00024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 13.714
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the
h. Percent of permitted flow used
acility
75.5
0.00342
89.218
90.1%
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:
Pump
Station
(Name or
Number)
Pump
Station
Permit
No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pO,
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Woodlawn Road
Downstream Permit Number: Unknown
Page 1 of 6
FTSE l 0- l 8

III. Certification Statement:
Keri Cantrell 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 this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
1 0/1 0/2019
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10- 18

USGS Topographic Map
Charlotte East Quadrangle

Street Level Map

LI
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF INCORPORATION
OF
GLENN ABBEY HOMEOWNERS ASSOCIATION, INC.
the original of which was filed in this office on the 24th day of November, 2020.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 24th day of November, 2020.
ihott-J
Scan to verify online.
Secretary of State
Certification# C202032800959-1 Reference# C202032800959-1 Page: 1 of 5
Verify this certificate online at httpsa/www.sosnc.gov%verification

ARTICLES OF INCORPORATION
OF
GLENN ABBEY HOMEOWNERS ASSOCIATION, INC.
SOSID: 2087365
Date Filed: 11/24/2020 9:56:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2020 328 00959
The undersigned Incorporator hereby submits these Articles of Incorporation for the
purpose of forming a nonprofit corporation in accordance with the North Carolina Nonprofit
Corporation Act, N.C. Gen. Stat. § 55-A-1-01, et seq. (the "Nonprofit Corporation Act").
Article 1. Name. The name of the corporation is Glenn Abbey Homeowners
Association, Inc. ( the "Association").
Article 2. Registered Agent and Registered Office. The initial registered office of the
Association is located at 2550 West Tyvola Road, Suite 100, Charlotte, Mecklenburg County, North
Carolina 28217, and the Registered Agent at such address is Peter T. Harakas.
Article 3. Incorporator. The incorporator is Janet L. Bozeman, whose address is 1979
Lakeside Parkway, Suite 250, Atlanta, Georgia 30084.
Article 4. Membership. The Association shall have members and be a membership
corporation without certificates or shares of stock. The membership shall consist of all record
Owners of Units in the Community (each, a "Member"), as such capitalized terms are defined in the
Declaration of Covenants, Conditions, and Restrictions for Glenn Abbey, recorded or to be recorded
in the office of the Register of Deeds for Mecklenburg County, North Carolina, as it may be amended
or supplemented from time to time (the "Declaration"). The Members shall have such voting
rights and membership privileges as set forth in the Declaration and in the bylaws of the
Association, as they may be amended from time to time (the "By -Laws").
Article 5. Dissolution. The Association may be dissolved only upon approval of a plan
of dissolution meeting the requirements of the Nonprofit Corporation Act by the Association's
board of directors ("Board"), Members entitled to cast at least two-thirds (2/3) of the total votes in
the Corporation, and, during the Development Period, the written consent of the Declarant (as such
capitalized terms are defined in the Declaration). The Association is authorized, upon its winding
up, to distribute its assets in accordance with the plan of dissolution adopted in accordance with
Article 14 of the Nonprofit Corporation Act, which plan may, but shall not be required to, provide
for distribution of the remaining property of the Association for tax-exempt purposes to an
organization exempt under Section 501(c)(3) of the Internal Revenue Code, or as described in
Section 170(c)(1) or (2) of the Internal Revenue Code.
Article 6. Definitions. All capitalized terms used herein which are not defined shall
have the meaning set forth in the Declaration.
Article 7. Purposes. The Association does not contemplate pecuniary gain or benefit,
direct or indirect, to its Members. By way of explanation and not of limitation, the purposes for
which the Association is formed are: (a) to be and constitute the "Association" to which reference is
made in the Declaration, to perform all obligations and duties of the Association, and to exercise all
rights and powers of the Association, as set forth in the Declaration and other Governing
Documents referenced therein, and as provided by law; and (b) to provide an entity for the
furtherance of the interests of the Owners of Units in the Community.

Article 8. Powers. In furtherance of its purposes, the Association shall have the
following powers, which, unless indicated otherwise by the Declaration or the By -Laws, may be
exercised by the Board of Directors without a vote of the Members:
(a) all of the powers conferred upon nonprofit corporations by common law and the
statutes of the State of North Carolina in effect from time to time;
(b) the power to adopt, alter, and amend or repeal such By -Laws as may be necessary or
desirable for the proper management of the affairs of the Association; provided, however, such By -
Laws may not be inconsistent with or contrary to any provisions of the Declaration, these Articles
of Incorporation, or North Carolina law;
(c) all of the powers necessary or desirable to perform the obligations and duties and to
exercise the rights and powers set out in these Articles of Incorporation, the By -Laws, and the
Declaration, including, without limitation, the following:
(i) to fix, levy, and collect assessments and other charges to be levied pursuant
to the Declaration and the By -Laws;
(ii) to manage, control, operate, maintain, repair, and improve property
subjected to the Declaration or any other property for which the Association by rule, regulation,
covenant, or contract has a right or duty to provide such services;
(iii) to enforce covenants, conditions, or restrictions affecting any property to the
extent the Association may be authorized to do so under the Declaration or the By -Laws;
(iv) to engage in activities which will actively foster, promote, and advance the
common interests of all owners of property subject to the Declaration;
(v) to buy or otherwise acquire, sell or otherwise dispose of, mortgage or
otherwise encumber, exchange, lease, hold, use, operate, and otherwise deal in and with real,
personal, and mixed property of all kinds and any right or interest therein for any purpose of the
Association;
(vi) to borrow money, subject to the limitations set forth in the Declaration and
the By -Laws;
(vii) to enter into, make, perform, or enforce contracts of every kind and
description, and to do all other acts necessary, appropriate, or advisable in carrying out any
purpose of the Association, with or in association with any other association, corporation, or other
entity or agency, public or private;
(viii) to act as agent, trustee, or other representative of other corporations, firms,
or individuals, and as such to advance the business or ownership interests in such corporations,
firms, or individuals; and
(ix) to provide any and all supplemental municipal services to the Community as
may be necessary or proper.
2

The foregoing enumeration of powers shall not limit or restrict in any manner the exercise
of other and further rights and powers which may now or hereafter be authorized by the
Declaration or permitted by law.
Article 9. Board of Directors. The business and affairs of the Association shall be
conducted, managed, and controlled by its Board. The initial Board shall be comprised of the
following three persons:
Peter T. Harakas
Anita Brandau
Bob Zweier
2550 West Tyvola Road, Suite 100, Charlotte, NC 28217
2550 West Tyvola Road, Suite 100, Charlotte, NC 28217
2550 West Tyvola Road, Suite 100, Charlotte, NC 28217
The number, qualification, and term of office of directors and the method of selection, removal and
filling of vacancies on the Board shall be as set forth in the By -Laws. The Board may delegate its
operating authority to such corporations, individuals, and committees as it, in its discretion, may
determine.
Article 10. Liability and Indemnification of Directors. The liability of directors to the
Association or its Members for monetary damages for breach of duty of care or other duty as a
director shall be eliminated or limited to the fullest extent allowed under the Nonprofit Corporation
Act. Such limitation of liability shall not limit the personal liability of a director of the Association
for: (i) acts or omissions that the director at the time of such breach knew or believed were clearly
in conflict with the best interests of the Association or which involved intentional misconduct or
knowing violations of the law; (ii) any transaction from which the director derived an improper
personal benefit; or (iii) acts or omissions with respect to which the North Carolina Nonprofit
Corporation Act does not permit the limitation of liability. As used herein, the term "improper
personal benefit" does not include a director's reasonable compensation or other reasonable
incidental benefit for or on account of his service as a director, officer, employee, independent
contractor, attorney, or consultant of the Association. No amendment or repeal of this Article 10,
nor the adoption of any provision to these Articles of Incorporation inconsistent with this Article,
shall eliminate or reduce the protection granted herein with respect to any matter that occurred
prior to such amendment, repeal or adoption. To the extent consistent with the Nonprofit
Corporation Act, as it exists on the date hereof or as it may hereafter be amended, the Association
shall indemnify its officers and directors as required by the Declaration and the By -Laws.
Article 11. Duration. The Association shall have perpetual duration.
Article 12. Merger and Consolidation. The Association may merge or consolidate only
in accordance with Article 11 of the Nonprofit Corporation Act and upon a plan of merger or
consolidation adopted by the Board and the affirmative vote of Members who are owners of at least
two-thirds (2/3) of the Units. In addition, the consent of Declarant shall be required so long as
Declarant is the owner of any Unit.
Article 13. Amendments. These Articles of Incorporation may be amended by the
Board solely for the purposes set forth in Section 55A-10-02 of the Nonprofit Corporation Act.
Otherwise, these Articles of Incorporation may be amended upon a resolution duly adopted by the
Board and the affirmative vote or written consent of Members holding at least two-thirds (2/3) of
the total eligible votes in the Association. In addition, the written consent of Declarant shall be
required for any amendment to these By -Laws (whether by the Board or the Members) so long as
Declarant owns any property subject to the Declaration or which may be unilaterally subjected to
3

the Declaration by Declarant. No amendment of these Articles of Incorporation shall be in conflict
with the Declaration.
For any amendment proposed to be adopted by the Members at a membership meeting, the
meeting notice shall state that the purpose, or one of the purposes of the meeting, is to consider the
proposed amendment. The notice must also contain or be accompanied by a copy or a summary of
the proposed amendment. If the proposed amendment is submitted for the Members' approval by
written consent or ballot in lieu of a meeting, the material soliciting Member approval shall contain
or be accompanied by a copy or a summary of the proposed amendment.
Article 14. Principal Office. The initial principal office of the Association is in
Mecklenburg County and its street address is 2550 West Tyvola Road, Suite 100, Charlotte, NC
28217. The mailing address is the same.
IN WITNESS WHEREOF, the undersigned Incorporator has executed these Articles of
Incorporation this the 23rd day of November, 2020, to be effective upon filing with the Secretary of
State for the State of North Carolina.
Address of Incorporator:
Hyatt & Stubblefield, P.C.
1979 Lakeside Parkway, Suite 250
Atlanta, Georgia 30084
583002/CA Docs/AOI-112320 jlb
et L. Bdzemah, Incorporator
4

CHARLOTTE
October 11, 2019
Lauren Thomas
Urban Design Partners
1318-E6 Central Avenue
Charlotte, NC 28205
SUBJECT: SEWER FLOW CONDITIONAL ACCEPTANCE
WOODLAWN TOWNHOMES
700 EAST WOODLAWN ROAD, CHARLOTTE, NC
CLTWATER TRACKING# 20194518
After review by Charlotte Water's Capacity Assurance Program, your project was identified to be
located in a local collection sanitary sewer system determined to have limited sanitary sewer
system capacity. After analysis of the sanitary sewer system associated with the proposed
development, 20194518, WOODLAWN TOWNHOMES, it was determined that there will be
sufficient capacity to accommodate the proposed average day flow of 3,420 gallons per day, at
the connections points indicated on the submitted utility plan, and connections will be allowed
after completion of the following public infrastructure project:
Wastewater Improvement Project: Little Hope Creek.
Project No. 703143001.
This infrastructure improvement project was identified to support current and future customers;
therefore, Charlotte Water is conditionally approving these proposed flows once these offsite
Sanitary Sewer improvements are complete and activated. The anticipated completion date for
Wastewater Improvement Project: Little Hope Creek project is October 2021.
We request a detailed schedule of your development project, preferably Gantt chart, with
specific milestones and schedule dependencies. This will allow us to contact you at critical
milestones identified for either project.
If you have any questions, you may contact new services at [phone].
Sincerely,
1.44.1Ur4.4.o- Awzo{.o-
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
(S??� Operated by the City of Charlotte

ROY COOPER
verritv
r,
DIONNE DELLI-GATTI
Secretary
S. DANIEL SMITH
April 20, 2021
Mr. Peter Harakas
Glenn Abbey Homeowners Association
2550 West Tyvola Road #100
Charlotte, NC 28217
Subject: Permit No. WQ0042451
Glenn Abbey Homeowners Association
Glenn Abbey (FKA Woodlawn Townhomes)
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Harakas,
In accordance with your application received April 15, 2021, we are forwarding herewith Permit No.
WQ0042451 dated April 20, 2021, to Glenn Abbey Homeowners Association (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 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Condition 11.7:
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.
Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
North Orohnit D pr rt{
"r,= to sv Ikk _Regional 0
704 thlt(rrn
rr}t

Glenn Abbey Homeowners Association
Permit No. WQ0042451
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.
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...
for S. Daniel Smith
Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
enclosure: Operational Agreement
cc: Brian Smith, P.E. (electronic copy)
Charlotte Water (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
Municipal Permitting Unit (electronic copy)
Page 2 of 8

NORTH CAROLINA
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 the
Glenn Abbey Homeowners Association
Mecklenburg County
for the construction and operation of approximately 315 linear feet of 8-inch gravity sewer to serve 18
townhomes as part of Glenn Abbey (FKA Woodlawn Townhomes) project, and the discharge of 3,420
gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage system,
pursuant to the application received April 15, 2021 and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
A14CC681AF27425...
forS. Daniel Smith
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0042451
Permit Issued: April 20, 2021
Page 3 of 8

SUPPLE E T TO PERM -T C£ V R SHEET
Glenn Abbey Homeowners Association 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 McAlpine Creek
Wastewater Treatment Facility in accordance with Permit Number NC0024970.
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.
I. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between Glenn Abbey Homeowners
Association and Charlotte Water for the collection and final treatment of wastewater is in full force
and effect. [15A NCAC 02T.0304(h)]
2. No flow in excess of the quantity permitted herein, 3,420 GPD, 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)]
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 shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
Page 4 of 8

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:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or 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.
Page 6 of 8

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 changes 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 Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Glenn Abbey (FKA Woodlawn Townhomes):
WQ00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. n Yes No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? I I Yes
No
3) Final Engineering certification? n Yes No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: n Yes - No —I N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: n Yes (— No n N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: P Yes n No n N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? n Yes n No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including pipe
length difference of 10% or greater, change in flow, pump station design capacity design change of 5% or greater, and
change in the number/type of connections)? n Yes No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Glenn Abbey Homeowners Association
WQ0042451
Glenn Abbey (FKA Woodlawn Townhomes)
April 20, 2021
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 Engineer in the State of North Carolina,
having been authorized to observe (I I periodically, P weekly, T 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 following construction:
approximately 315 linear feet of 8-inch gravity sewer; 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:
n Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]