WQ0037712_Regional Office Historical File Pre 2018

North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 1S, 2015
Mr, Bart Hopper, President
Hopper Communities, Inc.
229 East Kingston Avenue
Charlotte, NC 28203
Subject: Permit Na.WQ0037712
Hopper Communities, Inc.
Youngblood Street Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Hopper:
Donald R. van der Vaart
Secretary
In accordance with your application received April 13, 2015,,we are forwarding herewith Permit
No.WQ0037712 dated April 15, 2015, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 I1.4: 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 responsibility of the Permittee to ensure that the as -constructed project rneets 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 154E 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.
Mooresville Regional Office
61€1 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone], Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterquahty.org
An Equal Opportunity \ Affirmative Action Employer-- Made in part by recycled paper

Hopper Communities, Inc.
Permit No,WQ0037712
If you need additional information concerning this matter, please con
or via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Steven S. Wilson, P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Barry Love at [phone]
Page 2 of 8

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Hopper Communities, Inc.
Mecklenburg County
for the construction and operation of approximately 557 linear feet of 8-inch gravity sewer to serve 53
townhome units as part of the Youngblood Street Townhomes project, and the discharge of 10,070 GPD
of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received April 13, 2015, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted March 4, 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 Environment and Natural
Resources 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
s.ecified conditions and limitations csined therein.
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037712
Permit Issued: April 15, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Hopper Communities, 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 Facility 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 March 4, 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.
SPECIAL CONDITIONS
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)]
2. No flow in excess of the quantity permitted herein, 10,070 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.0344(b)]
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 143-21.5.1(d3)j
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 March 4, 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.0110j
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 .01101
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
Page 4 of 8

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, 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 o, electrical failures of
pumps, line blockage nrbreakage, etC.;ur
b. Any SSOand/or spill over I,O00gallons; or
c. Any SSQand/or spill, regardless nfvolume, 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 (800) 8584I368 or(019)
733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part | of Form C5'5SO (or the most current Division approved form) within five days
following first knowledge mfthe occurrence, This report must outline the actions taken orproposed
to be taken to ensure that the problem does not recur. Part || of Form [S'SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 1,43
G. 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
tothe surface waters ofthe State. [1SAii �CACUZT.O108(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 tothe address provided onthe form. Acomplete certification isone where
the form is fully executed and the supporting documents are provided as appUcab|e. 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
Permitteetoappropriate 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 CountV'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 asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) ofthe wastewater collection system ex1ensinn. Final record drawings should be
clear on the plans or on digital media (CD or DVDdisk) 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 o 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
1irneframes,shall beprovided,
Page 6of8

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..115A 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 March 4, 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)1
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 maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7of8

FASTTRACKSE ER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Hopper Communities, Inc,
WQ0037712
Youngblood Street Townhomes
April 15, 2015
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 shouldbe submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En weer in the State of North Carolina,
having been authorized to observe (I periodically, [J weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted March 4, 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:
El Final El 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
rAv, /7nn1 r'l.l ennn

STATE OF NORTH CAROLINA ►
COUNTY OF Mecklenburg Permit No. CU Roo3471
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 15 ' day of
Aprr I 2015 , 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 Youngblood Street Townhomes
(hereinafter the. Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through 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) Youngblood Street Townhomes HOA (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction 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.

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 yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require 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 a permit.
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
AGEMENT COMMIISSION
homas A. Reeder, Director
Division of Water Resources
(Date)
Hopper Commmunities
Name of DEVELOPER
By..� ,;►- .�
(Si
Bart Hopper - President
Print Name and Title
//r,2
(Ddte)
T:lli7 T, 6. Tlrt T AO 1 '1 r.4''1

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Project Narrative
Date: April 8, 2015
To: NCDENR
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Youngblood Street Townhomes
Job #: 13021
Telephone: [phone]
Facsimile: 704841-1604
REGIVED/NC3ENY IQWR
MOORESVIL.LWQROS
F REGIONAL OFFICe
Re: Youngblood Street Townhomes Private Sanitary Sewer Narrative
The proposed Youngblood Street Townhomes will be a planned multi -family residential
townhome development serving 53 apartment homes.
This project will consist of approximately 557LF- 8" private gravity sewer and related
appurtenances, which will connect to an existing 8" public gravity sanitary sewer located
adjacent to the eastern property line in parcels 14701183 & 14701186.
The estimated sewage flow from this project is 10,070 gpd based on the following calculations;
53 townhomes @ 190 gpd = 10,070 gallons per day.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE
P:12013 Jobs113O21 - Youngblood Street Townhomes4Permitting4UTILITIES\PrivatelSanitary Sewer\Sectlons42 13021 OWQ - Fast Track
Narrative, docx

©'
USE THE TAB KEY TO MOVE FROM FIELD TO HELD
Owner/Permittee:
Hopper Cornmunrtresx Inc
Full Legal Name (company, municipality, HOA, utility, etc,)
1b. Bart Hopper President
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
The legal entity who will own this system is:
Individual (J Federal ❑ Municipality ❑ State/County D Private Partnership ® Corporation
d. 229 East Kingston Avenue
LL. Mailing Address
f. NC
State
1 h. 704-805-4801
Telephone
2 Project (Facility) Information:
2a. Youngblood StreetTownhomes
Brief Project Name (permit will refer to this name)
Contact Person:
Landworks Design Group, P,A, Steve Wilson„ PE
704-805-4811
Facsimile
1 e. Charlotte
City
1 g. 28203
Zip Code E REGIONAL OFFtDi
11. he-©ppr@hoppercommurntii`ies.com
E-mail
2b, Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
311. 7O4-841-1604
Phone Number
of an existing permit)
3c, swilson land
E-mail
odiflcation, Permit No:,
Private (go to Item 2(a))
2a. If private, applicant will be:
0 Retaining Ownership (i.e, store, church, single office, etc.) or
© Leasing units (lots, townhomes, etc, - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
4a.
Corn
2b. If sold, facilities owned by a (must choose one)
Q Public Utility (Instruction D)
Q Homeowner Assoc./Developer (Instruction E)
Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Irwin Creek WWTP
Name of WWTF
Charlotte Water
Owner of Downstrea
5b. 8 "0 Gravity
Sewer !Receiving Sewer Size Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
Apartments/Condominiums
EJ Mobile Home Park
0 School
0 Restaurant
Office
4b. NC0024945
VW TF Permit No.
600-15-514
Permit # of Downstrea
© Retail (Stores, shopping centers)
0 Institution
© Hospital
0 Church
0 Nursing Home
(] Other (specify):
Volume of wastewater to be allocated or permitted for this particular project. 10 070
*Do not include future flows or previously permitted allocations
f the permitted flow is zero, indicate why:
Sewer (Instruction F)
100% Domestic/Commercial
% Industrial
(Attach Description
% Other
(Attach .Descriotion)
gallons per day
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Q Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 APPLICATION fake 4 of6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with ISA NCAC 2T ,0114 fort
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
53 Townhome Units x 190 gpd/unit = 10,070 gallons per day total
0, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
ew Gravity or Additiona
Force Main
557LF New Gravity
I I. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
;Pump Station Location ID: (self chosen - as shown on plans/map for reference)
)Longitude: , Latitude:
Flow Power Reliability Option
Operational Point
D) 1 permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wlMTS
ngitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Latitude:
Power Reliability Option
- permanent generator wWATS; Force Main Size
2 - portable generator w/MTS
Force Main Length
he wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes j No If Yes, permit number of 2^d treatment facility
RO — if "yes' to B,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (Latest version) and 15A NCAC Chapter 2T as applicable?
® Yes No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
REctivrui
APR 3
PTA 10-14 APpL,ICATION'
Page 5 of 6
WQROS
MOORESVILLE REGIONAL OFFICE

Z
14. Rave the following permit certifications been submitted far approval for the system or project to be served?
WetlandlStream Crossings - General Permit or 401 Certification? ❑ Yes 0 No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No ® N/A
Stormwater? ►ter Yes ❑ No 0 NIA
this project include any high priority lines (15ij NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These dines will be considered high, priorjty and must be checked once every six months
Check if Yes: ❑ and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
!, Bart Hopper, attest that this application for Youngblood Street Townhomes 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. Note: In accordance with North Carolina General Statutes 143-215,6A and '143
215:,68, any person who knowingly makes any false statement, representation, or certification in any application 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, t00
per violation.
Signing Official Signatu�
Da
/5
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRiOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professicrrral Engineer's Certification: (Signature of Design Engineer and Protect Name)
Steve S. Wilson ,attest that this application for Youngblood treet Townhomes has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge, 1 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 adopted
February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 and the watershed classification in accordance with Division guidance, Although other professionals
may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal
signifies that 1 have reviewed this material and have judged It to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false statement,.
representation, or certification in any application 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.
Steve S. Wilson
Professional Engineer Name
F'2b. Landworks Design Group, P.A.
Engineering Firm
2c, 7621 Little Avenue, Suite 1
Mailing Address
2d. Charlotte
City
2g. 704-841-1804 a h
Telephone
Facsimile
e. NC i2f. 28226
State Zip
i. swiIson a iendworkspa.com
E-mail
CA
NC PE Se a# Sk mature
FTA 10-14 APPLICATION
Page 6 of 6

CHARLOTTE
W
April 7, 2015
Mr, Steve Wilson
Landworks Design Group, PA
7621 Little Av.
Suite 111
Charlotte, NC 28226
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
YOUNGBLOOD STREET TOWNHOMES
2821 YOUNGBLOOD STREET
CHARLOTTE WATER TRACKING# 600-15-514
A flow acceptance study of the subject site has been completed and the following has been determined
Charlotte Water agrees to accept the gravity sewage flow of 10,070 gallons per day (53 townhome units x
190 gpd/unit) 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. Please see attached FTSE form.
Charlotte Water 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, Charlotte
Water cannot guarantee a constant pressure or quality of flow,
Charlotte Water 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 Charlotte Water and 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 flow acceptance letter; and payment for any service connections) has not been received
within (1) year of issuance of this flow acceptance letter, this flow acceptance approval shall be rescinded
and a new flow acceptance study must be made. If you have any questions, you may contact me at (704)
432-5801.
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte at r 7QC N. Tryon St., Charlotte, NC 28202 chart) ewater.org
ted by the City of Charlotte

Department of Enviro
Flow Tracking/Acceptance fo
State of North Carolina
ment and Natural Resources
Division of Water Resources
wer Extension Applications
(FTSE O8 13)
Project Applicant Name: Landworks Des.i.gn Group
Project Name for which floe is being requested: Youngblood. Street Townhornes
More than one FTSE may be regurIred for a single project i f the owner of the it' IT P is not responsible for all pump
stations along the route of the proposed wastewater flow
1. Complete this section only if you are the owner of the wastewater treatment plant.
'WWTP Facility Name: McAlpine Creek, Irwin Creek, Suga
b. WWTP Facility Permit #: NC0024970, Nc0024945, Nc0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Creek
A.11 flo
s are in MG.
99. Q,
10.112
69.723
041007
79.045
80.7%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flaw.
List pump stations located between the project connection point and the
Pump
Station
(Name or
Number)
Firm
Capacity,
MGD
(A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C) (D)=(B+C)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated
MGD Flow
=(A-D)
Available
Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved within the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) 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 < O.
Page 1 of 6

'e
cation Statement:
certify to the best of my knowledge that the addition of
the volume + fwastewater tc 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 1 and lI
plus all attached planning assessment addendums for which I am the responsible party.
Signature of his f+ indicates acceptance of this wastewater flow..
Signing C1, rya' B�igna1ure Date
Pa e
of 6
FTSE 08 1

Youngblood Street Townhomes - Area Map
NOTES; Data available from U.S. Geological Survey, National Geospatial Program.
Open in The National Map Viewer
1/12/15 4:54 PM

NOTES: Da
Youngblood Street Townhomes - Site l lap
available from U.S, Geological Survey, National Geospatial Program.
n:ar:m..}rkr,+
Open in The National Map Viewer
1/13/15 9'20 AM

Polaris 3G Map — Mecklenburg County, North Carolina
Youngblood Street Townhomes
Date Printed`. 1I1812015 9:58:56 AM
sThis map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records an
Users of this map or report are hereby notified that the a
responsibility for the information contained herein,
ementioned public primary information sources should be consulted for verification, Mecklenburg County an
mapping contractors assume no legal

Landworks Design Group, P.A.
1621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: April 8, 2015
To: Barry Love
NCDENR — Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Youngblood Street Townhomes
Job #: 13021
Re: Youngblood Street Townhomes Private Sanitary Sewer
Dear Mike,
Telephone: [phone]
Facsimile: 704-841-1604
RECEIVEDINCO NRJCIN
8
2
WQROS
MOORESVILLE REGIONAL OFFICE
On behalf of Hopper Communities, we are submitting Fast -Track Application (FTA 08-13) for gravity
sewers for the construction of "Youngblood Street Townhomes" private sanitary sewer and related
appurtenances.
(2) Copies of completed application FTA 08-13, Project Narrative, Developer's Operation
Agreement Form Dev 08-13, Flow Acceptance letter and form FTSE08-13, and Site Maps.
Appropriate forms have been signed by the proper representatives.
(1) Review Fee
We look forward
any questions or
your favorable review and approval of the proposed construction. Should you have
we may aid in your review, please feel free to contact me at 704.841.1604.
Regards,
Landworks Design Group, PA.
Steven S. Wilson, PE
P.°12013 Jobs113d21 - Youngblood Street Townhomes'LPeg1ClTlLITtES1 'rruatetSanitary Sewer'Secti©ns11_13021 DENR Private Sewer
Submittal Memo. docx

Corporations Division Page 1 of 1
Wirth Carolina.
Elaine F Marshals I EPARTM ENT OF m r
Secretary E RETARY OF STAT
PO Box 298:22 Rateitii, NC 2762+3-3522 (9t9K7-200.0
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names.
Legal: Hopper Communities, Inc.
Business Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0991890
Current -Active
Current
Domestic
7/24/2007
December
NC
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:
Shares:
Par Value:
Common
1000
0.01
http://www. secretary.state.nc.us/Search/profcorp/8266722
4/9/20I5

4
Central Files: APS ^ SWP _
4/15/2015
Permit Number WQ0037712 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
10,070
Facility
Version Permit Classification
1.00 individual
Permit Contact Affiliation
Facility Name
Youngblood Street Townhomes
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Hopper Communities Inc
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Bart Hopper
229 E Kingston Ave
Charlotte
NC 28208
Orig issue
4/15/2015
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/8/2015 4/15/2015 4/15/2015
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin

PAT MCCRORY
Governor
°NALL) R. VAN DER VAART
ecretwy
S. JAY ZIMMERMAN
Water Resources
ENVISIONMENTAL GUALr7Y
August 1, 2016
Mr, Bart Hopper, President
Hopper Communities, Inc.
229 East Kingston Avenue
Charlotte, NC 28203
SUBJECT: Final Engineering Certification Acknowledgement
Project: Youngblood Street Townhomes
Permit No. WQ0037712
Perrnittee: Hopper Communities, Inc.
County: Mecklenburg
Dear Mr. Hopper:
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on July 28, 2016.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project, If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable, Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/ps/es/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
4 4
Barry Love
Environmental Specialist
cc: Mr. Steven S. Wilson, P.E.(Landworks Design Group, P.A., 8016 Tower Point Drive, Suite
110, Charlotte, NC 28227)
Central Files
MR©
State of North C
610 E. Center Avenue, udta 3
Ptuone:704-663-169914Rrt et
Q
GEC

Fast Track Engineering Certification
1IEc9IvEofNc'CE r2,DwR
' c3 _n
Jul h S. N 1
Permit No. WQ0037712
July 27, 2016 shiOROS
MOORESV•1LLE REGIONAL OFFlCE
Steven S. Wilson, P.E.
Landworks Design Group, PA
7621 Little Ave. Suite 11
Charlotte, NC 28226
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage`if portable generator(s) or
storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this
project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are
required for any changes resulting in non-compliance with this permit, regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Therefore, it is highly recommended that this
certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER CERTIFICATION
❑ Partial ® Final
1, Steven:S. Wilson, as a. duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe.(® periodically, ❑ weekly, ❑ full time) the construction of Youngblood Street
Townhornes, a Mecklenburg County project for the Permittee, hereby state that, to the best of. my abilities,
due carejand diligence was used in the observation, of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2T; the. Division of Water
Quality's (Division) Gravity Sewer Minimum Design. Criteria adopted February 12, 1996 es applicable; the
Division's Minimum Design Criteria for the.Fast-Track Permitting of Pump Stations and'Force Mains adopted
June 1, 2000 es applicable; and other supporting.materials. •
North Carolina Professional Engineer's seal, signature, and date:
7/74/zdl6
The Permittee is responsible for tracking. all partial certifications up until a final certification is received. Any
wastewaterflw,detiutat oS wasstteater colection system extension priorto completion of this
ng blethda
violation of the,perinit and shall subject the Permittee to
appropriate enforce>'nent actions. . -

Fast Track Engineering Certification
RECEIVE D/NCt R/DWR
J!'-- 2 8- ='ui6
Permit No. WQ0037712
July 27, 2016 Vi+Ci CIS
IVIOO� cEWLLE REGIONAL omFiCg
Steven S. Wilson, P.E.
Landworks Design Group, PA
7621 Little Ave. Suite 11
Charlotte, NC 28226
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or
storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this
project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are
required for any changes resulting in non-compliance with this permit, regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Therefore, it is highly recommended that this
certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ® Final
I, Steven S. Wilson, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (® periodically, ❑ weekly, ❑ full time) the construction of Youngblood Street
Townhomes, a Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water
Quality's (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, signature, and date:
`to11t11i1r/
S.
r
=o:C) IO
* ii:QAL I ro *
°
1
41'11111%s
7/v1/z-c {6
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

il.andworts Design Group, P.A.
8016 Tower Point Drive, Suite 110
Charlotte, NC 28221
July 27, 2016
Barry Love
NCDENR — Division of Water Quality
610 E, Center Avenue
Suite 301
Mooresville, NC 28115
Re: Youngblood Street Townhomes
Mecklenburg County, NC
Landworks Project No, 13021
Permit No. WQ0037712
As —Built Certification
Dear Mr. Love:
Telephone: [phone]
Facsimile: 704
Please find enclosed the Engineer's Certification and one set of as -built drawings for the subject project, This
certification covers all of the private sewer within the boundaries of this project. Please do not hesitate to contact
me if you have any further questions or concerns.
Sincerely,
Landworks Design Group, P.A.
Steven S. Wilson, P.E,
P.12013 Jobs113021 - Youngblood Street Townhomes1As-built17-1-161Engineers Certification Cover Letter - Sewer doc