WQ0039088_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
March 29, 2017
Bart Hopper, President
Hopper Communities, Inc.
229 East Kingston Avenue
Charlotte, NC 28203-8700
'ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039088
Hopper Communities, Inc.
200 Wesley Heights Way
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Hopper:
In accordance with your application received March 9, 2017, and additional information received March
22, 2017, we are forwarding herewith Permit No. WQ0039088 dated March 29, 2017, to Hopper
Communities, Inc. (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rescinded and shall be subject to the conditions and limitations as specified therein.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:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215,6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days 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.
---":----Nothing ComparesT.
State ot'North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional ©[Tice 1610 East Center Avenue, Suite 301 i Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Mark R. McAuley, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
atte
please contact Barry Love at [phone]
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Hopper Communities, Inc.
Mecklenburg. County
for the construction and operation of approximately 1,413 linear feet of 6-inch gravity sewer to serve the
200 Wesley Heights Way project, and the discharge of 14,060 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
March 9, 2017, and additional information received March 22, 2017 , 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.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional. Operations Section
Mooresville Regional. Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039088
Permit Issued: March 29, 2017

SUPPLEMENT TO PERMIT COVERSHEET
Hopper Co imn^ unities, Inc. 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 Irwin Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024945..
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 i contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITi©NS
1. No flow in excess of the quantity permitted herein, 14,060 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)]
2. This permit shall become voidable unless the agreement between Hopper Communities, Inc. and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h))
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215 6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
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
4

--------Design-Criteria adopted February 12, 1996, as applicable; the Division`sMinimum 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. 115A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.

Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
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,,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur.. Part 11 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)]
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 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

- -~ thre-p1a!ls-or on digital media (CD or DVD disk) and are defined as the -design" drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional 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)]

FAST TRACK SEWER -ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Hopper Communities, Inc.
WQ0039088
200 Wesley Heights Way
March 29, 2017
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
1, , as a dul registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; ISA NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final
❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations

E OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. 14./OCO39M8
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this seventh day of
March, 2017 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Hopper Communities , 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 200 Wesley Heights Way (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
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 08-13 Page 1 of 2

BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION:
Hopper Communities, Inc.
SECRETARY OF STATE ID NUMBER: 0991890
REPORT FOR THE FISCAL YEAR END: 12/31/2015
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Hopper, J. Bart
STATE OF FORMATION: NC
Faing Office Use Only
E-Fled Annual Report
0991890
CA201617505063
6123/2016 03:53
EI Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
229 E. Kingston Ave. 229 E. Kingston Ave.
Charlotte, NC 28203-4743 Mecklenburg County Charlotte, NC 28203-4743
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Management & Consulting
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
229 E. Kingston Ave.
Charlotte, NC 28203-4743
SECTION C: OFFICERS (Enter additional officers in Section E.)
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
229 E. Kingston Ave.
Charlotte, NC 28203-4743
NAME: J Bart Hopper NAME: NAME:
TITLE: President TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
229 E. Kingston Ave.
Charlotte, NC 28203
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
J Bart Hopper 6/23/2016
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
J Bart Hopper President
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626.0525

CHARLOTTE
WTER
January 27, 2017
Mr. Tom Platt
Colejenest & Stone
200 S. Tryon St. Ste. 1400
Charlotte, NC 28202
SUBJECT: CAPACITY ASSURANCE REVIEW
200 WESLEY HEIGHTS WAY
200 WESLEY HEIGHTS WAY., CHARLOTTE NC
CLTWATER TRACKING# 20161560
After an analysis of the sanitary sewer associated with the proposed project, it was determined that there
is sufficient capacity to accommodate the average daily flow of 14,060 gallons per day (74 residential,
single family) from this project for transmission to the Irwin Creek Wastewater Treatment Plant; NPDES
permit number NC0024945, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatment works.
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 NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the subject
site. However, the applicant should understand that due to the involvement of other agencies and
continuing growth of the water and sewer system, the ability to provide service for future projects cannot
be guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first come
first served basis.
The applicant should understand that this letter is not authorization to construct private water and sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this capacity assurance letter; or payment for any service connection(s) has not been
received within (1) year of issuance of this capacity assurance letter, this capacity assurance approval
shall be rescinded and a new capacity assurance review must be made. If you have any questions, you
may contact me at [phone] or Alan Gaines at [phone].
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
ctm operated by the City of Charlotte

•
nu urrn.
ID:
Customer Name:
Submittal Date:
Reviewer:
Project Name:
Service Address:
Service City:
Service State:
Service ZIP:
Tax Parcel Number:
Capacity Assurance Program Application Flow Analysis
20161560
Tom Platt
12/22/2016
Alan H. Gaines
200 Wesley Heights Way
200 Wesley Heights Way
Charlotte
NC
28208
0710171 Q,20,08
Approval Type:
Flow Tracking Status:
Connection Type:
Certification Date:
Explicit
Active
Minor
1/24/2017
Project Type:: Non Exempt
Basin:: Irwin Creek
Requested Average Daily Flow (gpd): 14,060
Peaking Factor. 2.5
Percent of Flow Applied: 100
Surcharges or Downstream SSO's: No
Nodes and Flows Affected by this Application (Values shown for flow/capacity are in gallons per day)
Node_Name
Requested_Flow_
Baseline_Commit
Available_Commit
NA
NA1
12+41
35,150
31,400,000
25,945,595
N/A
N/A
39 + 40
35,150
37,000,000
31,398,988
N/A
N/A
Irwin Creek
16,310
4,700,000
1,649,466
N/A
N/A
Requested peak flow and available capacities for pumping stations and flow monitors are reported as peak flow. Requested
peak flow and available capacities for WWTPs are reported as maximum month flow. The available capacities presented for
WWTPs are approximate and for informational purposes only; consult Technical Memorandum 15 — Guidelines for Evaluating
Treatment Capacity for more information.
Comments: After an analysis of the sanitary sewer system associated with proposed design of project 20161560, 200
Wesley Way, it was determined that there is currently sufficient capacity to accommodate the proposed
average daily flow of 14,060 gallons per day at the connection point(s) indicated on the submitted utility plan.

Division sion of W.iter Res
State of North Carolina.
Department of Environmental Quality
Division of Water Resources
rres Flow Tracking/Acceptartee for Sewer Extension Applica
Entity Requesting Allocation: colejenest & Stone
Project Name for which flow is being requested: 200 ey Heights Way WCOS
More than one F7SE may be required fir a single project if the owner of the WN7TP is not responsible for` call pump
stations along the route of the proposed wastewater Zow.
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 #f: NCOQ24970, NC0024945, N00024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTPP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
- 99.0
72.026
70.717
0,014©6
84.235
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 W
(A) (B) (C) (D)=(B+C) (B)={A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Mow** Current Avg. Tributary Flow plus
(Name or Capacity, * (Firrn / pi), Daily. Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the Largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < U.
Downstream. Facility Name (Sewer): Zruckwarth Ave
Downstream Permit Number: Unknown
Page 1 of 6
FTSE O4-16

Carl Wilson certify to the best ofrny knowledge that
the volume of wastewater to be permitted in this project has been evaluated a ong the route to t
receiving wast a ent facility and that the flow from this project is not anticipated to
cause any capacity, related s nitary serer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal ircurns ce , given the implementati
the planned improvements identified in the planning assessment where applicable. This
nalysis has been performed in accordance with local established policies and procedures using
he best available data, This certification applies to those items listed above in Sections I and ll
plus all attached planning assessment addendums ft r which l am the responsible party:
Signature of this form indicates acceptance of this wastewater flow

CHARLOTTE
WATER
1 ¢$ S b\ ^ i ...�xN An'Wn'ggN , l�k�.q �..�P� .i.. a t`.'j3`n `� , .eW x..
Date 7125l2€116
e 1 inch = 1 CO ft
Created By
Lauren Johnson
Project: Wesley Heights Way
�E R1.t.JT�I F \VATI-R
GINE'RING DIVISION
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Map Number 1
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Page 1 of 1

Duckworth Avenue
200 Wesley Heights
Way Project Site
Earth feet 500
meters; 100

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOi~ STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: Hopper Communities, Inc.
Business Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
0991890
Curre nt-Active
Current
Domestic
7/24/2007
December
Hopper, J. Bart
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
Officers
229 E. Kingston Ave.
Charlotte, NC 28203-4743
229 E. Kingston Ave.
Charlotte, NC 28203-4743
229 E. Kingston Ave.
Charlotte, NC 28203-4743
229 E. Kingston Ave.
Charlotte, NC 28203-4743
President: J Bart Hopper
229 E. Kingston Ave.
Charlotte NC 28203
Stock
Class: Common
Shares: 1000
Par Value: 0.01
https://www.sosnc.gov/S earch/profcorp/82 66722
3/10/2017

Date:
Reference:
Attention:
Company:
We Are
Transmitting:
Transmitted Via:
Remarks:
By:
cc:
Cheotte
TR. hITTAL
March 8, 2017
4384.00 — 200 Wesley Heights — NCDEQ Private Sanitary Sewer Submittal
Mooresville Regional Office Water Quality Section
NC Department of Environmental Quality
Mooresville Regional Office Water Quality Section
610 East Center Avenue
Mooresville, North Carolina 28115
Copies
2
2
Ea
Dated
03/06/17
03/01/17
03/07/17
03/07/17
06/2 /16
01/27/17
07/25/16
E Herewith
Project Cover Sheet
Tel: [phone]
a Under Separate Cover
Descrttation
Fast Track Sewer Application
Certified check 2753 for $480 00
8.5"x11" Topographic Map
ational Agreement
Business Corporation Annual Report
Flow Tracking/Acceptance Forrn and Associated Documents
Developer's Oper
Asbuilts provided by Charlotte Water
Site Map Aerial
ail ❑ Overnight
Courier 0 Hand Delivery [Q Pick -Up
For Approval 0 For Your Use
❑ As Requested For Review
Please find the attached documents for the 200 Wesley Heights Way
private sanitary sewer review. Should you need any additional
information, please contact our offices.
Thank you.
Tom A. Platt, El
sac
Mr. Mark R. McAuley, PE, LEED AP BD+C
Mr. Casey P. Werner, PE
P:SS©SKPR©J44384 Crarres#rrand2Cat7\Trans\O30Pt_NC

Z©© Wesley Heights Way Townhomes Project
The proposed 200 Wesley Heights Way Townhomes project is located on a ±5 acre site
at the intersection of Wesley Heights Way and Duckworth Ave, in Charlotte, NC. The
site is currently undeveloped. The proposed private sanitary sewer includes
development of seventy-four (74) single-family residential townhomes which will
generate a design wastewater flow of 14,060 GPD.
A proposed private 6" sanitary sewer collection system is to be constructed within the
new property and will outfall via an existing 8" public sanitary sewer located east of the
project site at two locations. The proposed private sanitary sewer system, to be
permitted with the enclosed application, will be owned and maintained by the Hopper
Communities, Inc.
Attached Items:
1. Fast Track Application
2. Application Fee of $480 00
3. Site Map
4, Street Aerial Map
5. Flow Tracking/Acceptance Form
P S105KPROJW31344_Correspandences120175Lettersl0206 - Comment Response Letter10307 - NCDENR Cover Letett-200WHW Project Description dnc

Permit Number WQ0039088
Central Files: APS _ SWP _
3/29/2017
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
14,060
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
200 Wesley Heights Way
Location Address,
Owner
Major/!Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
Hopper Communities Inc
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Bart Hopper
229 E Kingston Ave
Charlotte
NC 28208
Orig Issue
3/29/2017
App Received
3/9/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
Effective Expiration
3/29/2017 3/29/2017
Requested !Received Events
Additional Information requested 3/20/17
Additional information received 3/22/17
Waterbody Name
Streamlndex Number Current Class
Subbasin