WQ0041787_Application (FTSE)_20200707

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TO: Deborah Luckman
NC Dept. of Environmental Quality
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
704-235-2111
[e-mail]
SUBJECT: Cornelius Woods DATE: June 19, 2020
CURRY PROJECT NO: 2019-022 SENT BY: Ed Loeffler
We are sending you the following items:
COPIES I ITEM { DESCRIPTION j
2 Application Fast Track Sewer Application - Cornelius Woods (1 original & 1 copy)
2 Application Developer's Operational Agreement (1 original & 1 copy)
i
These are transmitted as checked below:
_ For Information _ Approved as Noted - Revise and Resubmit
X As Requested - Not Approved - Revise and Resubmit
_ For Review and Comments For Record and File
_ For Revision Submittal
_ For Approval - For Recording
Approved _ For Signature, then return to:
REMARKS:
Attached please find the requested original applications with wet signatures. A copy of each is also
supplied, as marked. Please contact me with any questions. Thank you.
T [phone] 205 S. Fuquay Avenue
P [phone] Fuquay-yarina, NC 27526
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TO: NC Dept. of Environmental Quality
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
SUBJECT: Cornelius Woods DATE: June 19, 2020
CURRY PROJECT NO: 2019-022 SENT BY: Ed Loeffler
We are sending you the following items
COPIES ITEM DESCRIPTION
G
2 Application Fast Track Sewer Application — Cornelius Woods
i
2 Forms FTSE 06-13 (Town of Fuquay-Varinal
1 Check $480.00 Fee, Sewer Application
1 Report Pump Station Narrative
These are transmitted as checked below:
For Information Approved as Noted — Revise and Resubmit
As Requested Not Approved — Revise and Resubmit
_ For Review and Comments _ For Record and File
_ For Revision _ Submittal
x For Approval _ For Recording
Approved — For Signature, then return to (,
REMARKS:
Attached please find the signed Fast Track Sanitary Sewer Applications for the Cor:'�
property at 19328 Zion Avenue in Cornelius. Please contact me with any questions `
T (9191 552-0849 205 S. Fuquay Avenue
F [phone] Fuquay-Varina, NC 27520

Curr IL /
ENGINEERING
June 19, 2020
NC Department of Environment Quality
Mooresville Regional Office
Water Quality Section
610 E. Center Street
Mooresville, NC 28115
(7041663-1699
RE: Cornelius Woods
Fast Track Sanitary Sewer Application Cover Letter
To Whom It May Concern,
Enclosed please find documentation, design data, application fee and other resources necessary to
review the Fast Track Applications for the sanitary sewer system of the Cornelius Wood residential
development in Cornelius, NC. The project consists of construction of 11 single family residential
units, 100 multi -family residential units, and a senior ministry center. The sewer system consists of a
gravity system and force main line to an existing public sewer line near Zion Avenue, which feeds to
the McDowell Creek Waste Water Treatment Plant. The Cornelius Woods development is located at
19328 Zion Avenue in Cornelius. The property involved is located within the Town of Cornelius, NC
planning jurisdiction.
Since the nearest gravity sanitary sewer system does not allow for gravity connection, a grinder pump
station and force main system is required to provide sanitary sewer service to this development. This
pump station will be a private pump station that will be maintained by a private developer and/or the
Home Owners Association. Because this pump station is private it has been sized based on the flow
from the development only.
The sanitary sewer system consists of 1233 feet of 8" PVC and gravity service from the subdivision
connecting to a pump station. The pump station and force main system consists of one pump station
and 1720 feet of 2" PVC pipe. A Pump Station Narrative is included in this submittal, with detailed
information.
At the completion of construction, the system will be certified by a licensed professional engineer in
accordance with NCDEQ and State and local regulations.
Sincerely,
Ed Loeffler
Project Manager
T 1919) 552-0849 205 S. Fuquay Avenue
IF [phone] Fuquay-Varina, NC 27526
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State of North Carolina
Department of Environmental Quality
DW_ R Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
"Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number k f � (to be completed by MR)
JUL C [:20
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: N/1001 t sV1i ,
1. Applicant's name: NC Homes Associates LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ® General Partnership ❑ Privately -Owned Public Utility
0 Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Wyatt A. Clark per 15A NCAC 02T .0106(b)
Title: Member
4. Applicant's mailing address: 17801 Sedona Way
City: Cornelius State: NC Zip: 28031-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Cornelius Woods
2. Application/Project 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: 35,4745990 Longitude:-80.851543'
5. Parcel ID (if applicable): 00710123A
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Don Cum License Number: 26970
Firm: The Curry Engineering Group, PLLC
Mailing address: 205 S. FuquU Avenue
City: FuquU-Varina State: NC Zip: 27526-2212
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McDowell Creek WWTP Permit Number: NCO036277
Owner Name: Charlotte -Mecklenburg
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 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 ®N/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 ®N/A
3. If the Applicant is a Home/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 ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ® Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Horne ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 '% Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(201)
%- Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02'I'.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Single Family Residential Units
120 gal/day
11
1320 GPD
Multi Family Residential Units
120 gal/day
100
12000 GPD
Senior Ministry Center
880 gal/day/acre
1.35 acres
1188 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
14508 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 14508 GPD (per 15A NCAC 02T .0114)
➢ 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 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 1233 SDR-35 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.473849' Longitude:-80.848151'
3. Design flow of the pump station: .043524 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 35 gallons per minute at 147 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
1720
SDR-21 PVC
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 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
➢ If noncompliance with 02T.0305(f) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting, Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. 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?
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:
I,
G . CL*42
(Professional Engineer's name from Application Item III.1.)
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 143-215.613, 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:
A is _
3. Applicant's Certifieationper 1NCAC 02T .0106(b):
attest that this application for
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: b a�
FORM: FTA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
NC Homes Associates 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 be known
as Cornelius Woods (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
215.1 to construct, main
4. The DEVELOPER has i
and lands through filing
47C or 47F of the North
5. The DEVELOPER has
Declaration, Corneli
Association), a non -prof
of North Carolina, for t
Development; of operat:
and improvements subj(
assessments to provide f
of a permit pursuant to G.S. 143-
ellings units, other improvements
Declaration), pursuant to Chapter
at the time of filing of the
the virtue of the laws of the State
erty, affairs and business of the
s common elements of the lands
tem; and of collecting dues and
tion andrepair.
6. The COMMISSION desi�velopment is properly constructed,
si�
maintained and operated f ~ n order to protect the quality of the
waters of the State and the pu6lie mteresttherem.
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.
FORM: DEV 03-19 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the 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 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Director, Division of Water Resources
(Date)
NC Homes Associates LLC
Prini Name and Title
(Date)
FORM: DEV 03-19 Page 2 of 2

STATE OF NORTH CAROLINA
COUNTY OF Permit No,
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
NC Homes Associates 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 be known
as Cornelius Woods (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER be formed at the time of filing of the
(hereinafter
Declaration, Coy
Association), a ner and b the virtue of the laws of the State
u��- � ����, f � �� l �� Y
of North Caroling �� ���-„� �-�--���.- ,the property, affairs and business of the
Development; of t �_ airing the common elements of the lands
and improvement'-�--�" ` ������� � �osal System; and of collecting dues and
assessments to construction andrepair.
pry �� � � � �� � �
6. The COMMISSIf
velo ment is properly constructed
maintained and opsions in order to protect the quality of the
'�
waters of the State -
,.�. ��_� -.�-
NOW THEREFORE m� � � ��� ��-- -�to be derived by each of the parties
hereto, the COMMISSIO���� _� ����� � �� ����� � �. as o ows:
rdance with the permit and plans and
1. The DEVELOPER �� � ����� ,=���� � � � � p p
specifications hereand shall thereafter properly operate
t~/ ».�` r
and maintain such s� � ,� r , � ,��_ _ ,,.;=�w��n 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.
FORM: DEV 43-19 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes andinsurance.
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 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Director, Division of Water Resources
(Date)
NC Homes Associates LLC
Name of DEVELOPER
B
(Sign e)
krn Name and Title
(Date)
FORM: DEV 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: Curry Engineering, PLLC
Project Name for which flow is being requested: Cornelius Woods (Residential)
More than one FTSE maybe 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: McDowell Creek WWTP
b. WWTP Facility Permit #: NCo036277
All flows are in MGD
c. WWTP facility's permitted flow 12.0
d. Estimated obligated flow not yet tributary to the WWTP 0.402
e. WWTP facility's actual avg. flow 5.125
f. Total flow for this specific request 0.0184
g. Total actual and obligated flows to the facility 5.527
h. Percent of permitted flow used 46.1%
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:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm / p fl,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow
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): South Zion Street
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

I1I. Certification Statement:
1 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.
Signing Official Signature
Chief Engineer
Title of Signing Official
6/12/2020
Date
Page 2 of 6
FTSE 10-18

June 8, 2020
Mr. Don Curry
Curry Engineering, PLLC
205 South Fuquay Avenue
Fuquay-Varina, NC 27526
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CORNELIUS WOODS
19328 ZION AVENUE, CORNELIUS, NC 28031
CLTWATER TRACKING# 20202266
After an analysis of the sanitary sewer associated with the proposed design of project, 20202266,
CORNELIUS WOODS, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 18,400 gallons per day (100 units x 135 gpd/unit; 10 units x 190 gpd/unit;
6,000 sfx 50 gpd1100 so at the connection point(s) indicated on the submitted utility plan for
transmission to the McDowell Creek Wastewater Treatment Plant; NPDES permit number
NC0036277, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see attached NCDEQ-FTSE form.
Charlotte Water (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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend 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 construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Cr uiV-e,rPKo- Awzolzta
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
�k6— operated by the City of Charlotte

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