WQ0037493_Regional Office Historical File Pre 2018

North Carolina Department of Environment and Na
ura
Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
December 10, 2014
Mr, Shannon Boling
Classic Neighborhood _ FC Holdings, LLC
11430 N. Community House Road D,--/ 5-
Charlotte, NC 28277
Subject:
1]ear Mr, Boling:
Permit No. WQ0037493
Central Living at Iverson
Wastewater Collection System Extension
Mecklenburg County, NC
In accordance with your complete application received December 5, 201.4, we are forwarding herewith
Permit No. WQ0037493, dated December 10, 2014, to Classic Neighborhood - FC Holdings, LLC for the
construction and operation 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 and supplement shall be considered a part of this permit and are
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contnined within this pern
Condition 1I.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 1.5A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Classic Neighborhood - FC I-1ol.dings, LLC 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 adjudieatory hearing upon written request within 30 days following receipt of this permit. This
request roust be in the form of a written petition, conforming to Chapter 150.13 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.
2317 Mail Service Center, Raleigh, North Carolina 27699-2317
Locator', 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: [phone] t FAX: [phone]
Internet: www,pcwaterResources.orq
An FnilW rinrovil ANI'irmaftia, Arlinn Fmnlnvar

r
Shannon Boling
ember I0, 2014
e Two
If you need additional information concerning this matter, please contact Barry Love at [phone] or
via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
Arc') by •Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Electronic copy: Steven S. Wilson, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (e- copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)

I
ATA
RIVIDENR
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
Classic Neighborhood - FC Holdings, LLC
for the construction and operation of approximately 181 linear feet of 6-inch gravity sewer and 220 linear
feet of 8-inch gravity sewer to serve Central Living at Iverson, and the discharge of 4,180 gallons per day
of collected domestic wastewater into the McAlpine Creek WWTF existing sewerage system, pursuant to
the complete application received December 5, 2014, 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 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
specified conditions and limitations contained therein.
Perm issued this the10th day of December, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037493

SUPPLEMENT TO PERMIT COVER SHEET
Classic Neighborhood - FC Holdings, LLC 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 McAlpine Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically -
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application, it shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
. SPECIAL CONDITIONS
1. If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of Water
Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 4,180 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 of Water Resources.
IL STANDARD CONDITIONS
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 Peiiuittee, 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.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with
the conditions of this permit; 15A NCAC 21'; 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 unless specifically mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the application
and other supporting data,
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Pei mittee 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 perfoiniance criteria shall be met as provided in 15A NCAC 2T .0403:

!Fab..
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.
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.
i. 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. Noncompliance Notification:
The Permittee shall report by telephone to a Water Resources staff member at the Mooresville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the next
working day, 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
report. Overflows and spills occurring outside normal business hours may also be reported to the Divis
Emergency Management at telephone number [phone] or [phone]. Personsreporting any
above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form CS-
SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
1111.11111
verbal
ion of
of the
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters
of the State.
7. Per 15A NCAC 2T.0123, 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 the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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.
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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.

Pirir
9. 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.
•
10. 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in I5A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 213 .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Classic Neighborhood - FC Holdings, LLC Permit No. WQ0037493
Project: Central Living at Iverson — Mecklenburg County Issue Date: 12/10/2014
Complete and submit this form to the permit issuing regional office with the following:
O One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
O 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. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERIVIITTEE'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
❑ Partial - ❑ Final
!, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject 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 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking a11- 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.
DWQ Use Only:
Flow from this project is tributary to:

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 24th
November, 2014
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
Classic Neighborhood - FC Holdings, LLC , a corporation/general partnership registered/licensed to do
business in the State ofNorth Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
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 Central Living at. Iverson 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 pennit 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) Iverson Way 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.
h. 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 he 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
DfVELOPER's successor.
FORM: DEV 08-13 Page 1 of2

The I Iyjl I t:)I P:I shaall provide. icn the Declaration and Association Bylaw}s 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.
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 corannun
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
In the event the commonexpense allocation and separate fund are not adequate fr r the cora trtct on
repair, and maintenance of the Disposal System, the Declaration and Assoc.iatitirt l3ylrwvs shall provide for
special assessments to cover such necessary costs. 'There shall be no limit on the amount of such
assessments, and the Declarations and Bylaws shall provide that such special assessments can be made as
necessary at any time,
7. If a wastewater collection systetnt arrd wvastewater treatment and/or disposal facility provided by any city,
town, village, county, water and scww®car authorities, or other unit of government shall hereinafter beeorne
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
govemrnental unit may require as condition of accepting the Development's wastewater.
S, 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.
'). The agreements set forth in numbered paragraphs 1, 2, 3, d, 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 WIII'I Ft: Ia, this asgrec rarest 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:.
I -OR THE ENVIRONMENTAL
MA r.'.G ';t " COMMISSION
'honras A. Reeder, Director
f Water Resources
Nair
3
t Name and `l`itle
R

Landworks design Group, PA
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Project Narrative
Date: December 4, 2014
To: NCDENR
From: Landworks Design Group, PA
Steven S, Wilson, PE
Project: Central Living at Iverson Way
Job #: 12034
Re: Central Living at Iverson Way Private Sanitary Sewer Narrative
Telephone: [phone]
Facsimile: 704841-1604
The proposed Central Living at Iverson Way will be a planned multi -family residential townhome
development serving 22 apartment homes.
This project will consist of approximately 220 LF of 8" and 181 LF of 6" private gravity sewer and
related appurtenances, which will connect to an existing 8" public gravity sanitary sewer trunk.
The estimated sewage flow from this project is 4,180 GPD based on the foil©wing calculations;
22 townhomes @ 190 gpd = 4,180 gallons per day.
Landworks Design Group, P.A.
Steven S.
0
PE
P12012 Jobs112034 a Iverson Way TH Sketch - WeekleytSubmittals\Private Water and Sewer Permitting\Private SewerlDWQ - Fast Track
Narrative. docx

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
©wner!Permittee:
Classic Neighborhood — FC Holdings
Full Legal Name (company, municipality, HOA, utility, etc.)
Shannon Boling — Land Manager
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC2T,.01 0 (b) for authorized signing officials)
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership Z Corporation 0 Other (specify):
11430 N. Community House Rd.
Mailing Address
NC
State
704-972-4205
1 i. 704-972-4205
Telephone Facsimile
Project (Facility) Information:
Central Living at Iverson
Brief Project Name (permit will refer to this name)
Contact Person:
Landworks Design Group, RA. Steve Wilson, PE.
le. Charlotte
City
1 g. 28277
Zip Code
[e-mail]
E-mail
2b. Mecklenburg
ounty Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-841-1604
Phone Number
3c. [e-mail]
E-mail
Project is New 0 Modification (of an existing permit) if Modification, Permit No.:
Owner is ❑ Public (skip to Item B(3)) Private (go to Item 2(a))
2a. If private, applicant will be:
ID 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(2'b))
Charlotte -Mecklenburg Utilities
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (VWVfF) Treating Wastewater From This Project
�a.
1b,
1c.
© 1d.
LL
Z
O 1h.
J 2a.
a.
3a.
t
4a. McAlpine WWTP 4b. NC0024970
Name of VWVTF WWTF Permit No.
CMUD 15b. 8
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
❑ School
Restaurant
Ej Office
Gravity 5c
NIA
Permit # of Downstream
O Retail (Stores, shopping centers)
❑ Institution
O Hospital
0 Church
❑ Nursing Home
0 Other (specify):
Instruction F)
00%© Domestic/Commercial
%© Industrial
(Attach Description)
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: 4,180 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION
Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for''.
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).
22 Townhome Units x 190 gpd/unit = 4,180 gallons per day total
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
6
Length (feet)
220 LF
181 LF
New Gravity or Additional
Force Main
New gravity
New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessa
z
© Pump ,Station Location ID: (self chosen - as shown on plans/map for reference)
V
Longitude: Latitude:
Z
0
Design Flow Power Reliability Option
(MGD) Operational Point 1 _ permanent generator MATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID:
self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 .permanent generator w/ATS;
GPM @TDH 2 - portable generator w!MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes No If Yes, permit number of 2"`i treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Desi n Criteria for the Permiin of Pum Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes 0 No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLIC.AT ON Page 5 of 6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Strearn Crossings - General Permit or 401Certification? El Yes Ell. No 0 N/A
Sedimentation arid Erosion Control Plan? Yes El No Ej N/A
:
i
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? Yes LJ No 0 N/A
15, Does this project include any high priority lines (15A NCAC 02T :0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
1 Owner/Permittee's Certification (Signature of Signing Official and Project Name)
la.
Shannon Boling, attest that this application for Central Living at Iverson has been reviewed by me and is accurate
and complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and .143-215.6B,
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.
Signing Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2, Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Steven S. Wilson attest that this application for Central Living at Iverson 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
Purnp 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 I 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 143-215,60, 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.
2a. Steven S. Wilson
Professional Engineer Name
2b. L,andworks design Group, P.A.
Engineering Firm
2c. 7621 Little Avemue, Suite 111
Mailing Address
2d: Charlotte
2e. NC 2f. 28226
City State Zip
2g. 704-841-1604 2h, 704-841-1604 21, svvilsonelandworkspa.com
Telephone Facsimile E-mail
NC PE Seal, signature & Date
PTA OS- 13 APPLICATION Page 6 of 6

CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
August 6, 2014
Mr, Jack Thomas
Hopper Communities
228 East Boulevard
Suite 200
Charlotte, NC 28203
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CENTRAL LIVING AT IVERSON
TAX PARCEL# 121-074-50
C-MU TRACKING# 600-14-602
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 4,180 gallons per
day (22 townhome units x 190 gpd/unit) from this project for transmission to the Sugar Creek Wastewater
Treatment Plant; NPDES permit number NC0024937, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works. Please see attached NC DENR
flow tracking form.
Charlotte -Mecklenburg Utility Department 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, CMU cannot guarantee a constant pressure or quality of flow.
Charlotte -Mecklenburg Utility Department 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 C-MUD system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance; and payment for any service connection(s) have not been received
within (1) year of issuance of this flow acceptance„ this flow acceptance approval shall be rescinded and
a new flow acceptance request must be made. If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704l432-5801
Fax: [phone]

tJiv;s`Ors of W tes [te5oorces
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Classic Neighborhood PC Holdings
Project Name for which flow is being requested: central Living at. Iverson
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are it: MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 9.605
e. WWTP facility's actual avg. flow 70.053
f. Total flow for this specific request 0.00418
g. Total actual and obligated flows to the facility 79.659
h. Percent of permitted flow used 8 0.5 0
II. Complete this section for each pump.station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Finn / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

ent:
certify to the best of my knowledge that the addition of
the vc t to f w°astew ater to be pered in this project has been evaluated along the route to the
receiFing 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 I1
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of 'is form indicates acceptance of this wastewater flow.
'fining r rr `aigna

Central Living at Iverson - Area Map
NOTES: USGS C©br Topo - Area Map
for FTA 08.13
Open in The National Map Viewer
11/19/14 3;2

Central Living at Iverson - Site flap
NOTES: USGS Color Topo - Site Map for FTA 08-13
Downstream Sewer Info:
CMUD owned, 8" Gravity Sewer
Open in The National Mats Viewer
/14 4,051

Polaris 3G Map Mecklenburg County, North Carolina
f
map or reportreper is prepared
planimetirc maps,, and other public
should be consulted for verification
Central Living at Iverson
Date Printed: 11/19/2014 4:21:56 PM
.,, -„, i, „
,,,,
rTTT
,..... , ir—'1'-'7,-,:,,, ,„ i::.:,, ,e"'' , :ili r:7,, ,"1
nventory o real property within Mecklenburg County and is compiled rom recorded deed,s, pats, tax maps, surveys,
records and data, Users of this map or report are hereby notified that the aforementioned public primary information sources
, MecklenbuigSounty and its ma_ppjng contractors assume no te_gal resoonsibilrty for the information contained herein,

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: December 4, 2014
To: Mike Parker
NCDENR - Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Central Living at Iverson Way
Job #: 12034
Re: Central Living at Iverson Way Private Sanitary Sewer
Dear Mike,
Telephone; 704-841-1604
Facsimiles 704-841-1604
On behalf of Classic Neighborhood - FC Holdings we are submitting Fast -Track Application (FTA
08-13) for gravity sewers for the construction of "Central Living at Iverson Way" 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 - Check No. 2433
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we may aid in your review, please feel free to contact me at 704.841.1604.
Yours very truly,
Landworks Design Group, PA,
Steven S. Wilson, PE
PA2O12 Jobsl12034 - Iverson Way TH Sketch - Weekley\SubmittalslPrivate Water and Sewer Pemi'ding 4Private Sewer\DENR Private Sewer
Submittal Memo 12-4-14.docx

Cozporations Division Page 1 of 1
North Carolina
Elaine F: Marshal/ DEPARTMENT OP THE
Secretary SE CRETARY OF STATE
PC Box 25322 Ralei i, NC 27626-052 9JE07-240
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: Classic Neighborhood -fc Holdings, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1305575
Current -Active
Current
Foreign
3/6/2013
December
TX
Corporation Service Company
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1111 North Post Oak Road
Houston, TX 77055-7310
1111 North Post Oak Road
Houston, TX 77055-7310
327 Hillsborough Street
Raleigh, NC 27603-1725
327 Hillsborough Street
Raleigh, NC 27603-1725
Company Officials
Manager:
DM Weekley, Inc.
1111 N Post Oak Rd
Houston NC 77055
http://www.secretary.state.nc.us/Search/profcorp/10190375
12/5/2014

Central Files: APS SWP
12/10/2014
Permit Number WQ0037493 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 SWRuIe
Permitted Flow
4,180
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Central Living at Iverson
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Classic Neighborhood - Fc Holdings
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Shannon Boling
11430 N Community House Rd
Charlotte NC 28277
Orig Issue
12/10/2014
App Received Draft Initiated
12/5/2014
Scheduled
Issuance Public Notice Issue Effective
12/10/2014 12/10/2014
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outlet!
Additional information requested
Additional information received
Expiration
Waterbody Name StreamIndex Number Current Class 5ubbasfn

Water Resources
ENVIRONMENTAL QUALITY
September 6, 2016
Mr. Shannon Boling
Classic Neighborhood — FC Holdings, LLC
11430 N. Community House Road
Charlotte, NC 28277
SUBJECT: Final Engineering Certification Acknowledgement
Project: Central Living at Iverson
Permit No. WQ0037493
Permittee: Classic Neighborhood — FC Holdings, LLC
County: Mecklenburg
Dear Mr. Boling:
tMCCRORY
Governor
DONALD R. VAN DER VAART
Secre rrry
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the fmal engineering
certification with record drawings for the subject sewer extension project on September 6, 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/weblwq/swp/ps/cs/nnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
. Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Steven S. Wilson, P.E — Landworks Design Group, P.A., 7621 Little Ave., Suite 111,
Charlotte, NC 28226
Central Files
MRO
State of North Carolina 1 Environmental Quality I Water Resources,
610 E. Center Avenue, Suite 301, Mooresville, NC 26115
Phone: [phone] Internet www.ncdenr.gov

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Classic Neighborhood - FC Holdings, LLC
Project: Central Living at Iverson — Mecklenburg Count
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
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
i Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are reruired for any changes resultinq in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification,
Permit No. WQ0037493
Date: 12110/2014
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITiEE'S CERTIFICATION
, 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
ENGINEERS ERTIFICATION
Steven S. Wilson fI Partial Final
I. as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, 0 weekly, [1 full time) the construction of the subject 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 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
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,
DWQ Use Only:
Flow from this project is tr'ibttta

Landworks Design Group, P.A.
7621 Little Ave, Suite 111
Charlotte, NC 28226
September 1, 2016
Barry Love
NCDEQ — Division of Water Quality
610 E. Center Avenue
Suite 301
Mooresville, NC 28115
Re: Iverson Way Townhomes
Mecklenburg County, NC
Landworks Project No, 12034
Permit No. WQ0037493
As —Built Certification
Dear Mr. Love:
Telephone. [phone]
Facsimile: 704- 841-16
Per your 8/18/16 email, enclosed is the Permittee's/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, Wiison, P E
P l2012 Johsl12034 - Iverson Way TH Sketch - WeekleyVis-built-CertificataonlLf tieslPnvate Sewer Subrnittal\Engineers Ce-rtificatt am Cover
Letter -Sewer Final 9-1-16 doc