WQ0036753_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
October 9, 2013
Mr. Bryan Rushing, Construction Manager
Johnston Road Apartments, LLC
301 South College Street
Charlotte, NC 28202
Subject: Permit No. WQ0036753
Marvin Road Apartments
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Rushing:
ILE
John E. Skvaria, ill
Secretary
In accordance with your application received on September 26, 2013, we are forwarding herewith
Permit No. WQ0036753, dated October 9, 2013, to Johnston Road Apartments, 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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 contained within this permit:
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Johnston Road Apartments, 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 adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
Mooresville Regional Office
Location: 610 East Center Ave„ Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-877-623.674B
Internet www.ncwaterraualitV,orq
An Eoual O000rtunily 4 Affirmative Action Emnlover
North Carolina
Naturally

JlphnstooRoed Apartments, LLC
|fyou need additional information concerning this matter, please contact S 'athaNagu|apaUyat(7O4)
235'2I43orvia e-mail atS'atha.Magu|[e-mail].
for Thomas /\Reeder
Division ofWater Resources
byMichael Parker
Mooresville Region Surface Water Protection Supervisor
[c: Mooresville Regional Office, Surface Water Protection Section
Matt Bramwell, P.E, Land Design (e-copy)
Water Resources Central Files

I
ATI
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
Johnston Road Apartments, LLC
Mecklenburg County
for the construction and operation of approximately 1,346 linear feet of 8-inch gravity sewer and the
discharge of 39,760 gallons per day of collected domestic/commercial wastewater into the McAlpine
Creek WWTP existing sewerage system, pursuant to the application received September 26, 2013, 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.
Permit issued this the 9th day of October, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036753

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Johnston Road Apartments, 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 (NCO024970) 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 154 NC4[ZT; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1096as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force K4o/ms adopted June 2, 2000an 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 pernnbtee's responsibility h/ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
1. SPECIAL CONDITIONS
1. If, at any time, the additional wastewater flow volume made tributary tothis 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 Omm in excess of the quantity permitted herein, 35\760 GPD shall be made tributary to the subject sewer
system until an application for permit modification for an increase in Omm has been submitted to and
approved by the Division of Water Resources.
11. STANDARD CONDITIONS
L This permit isnot transferable. |nthe event there isadesire for the wastewater collection facilities tochange
ownership, or there is a name change of the Pormiume, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and cuha 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 |naccordance
with the conditions of this permit; lSA N[AC 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 Foos Mains adopted June l, 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.

r
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. if an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
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 (Le. 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 '704 663 -1699, 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 verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the 55© was beyond
control.
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.0116, 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 dear 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.

I
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.
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 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee:. Johnston Road Apartments, LLC Permit No. WQ0036753
Project: Marvin Road Apartments Issue Date: 10/09/2013
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
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 mariner that provides proof of receipt by the Division.
PERMITTECS 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 CERTIFICATION
0 Partial Q Final
i, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([ periodically, 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's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
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.
DWR Use on
Flow from rli
tritbutary tc

1F NORTH CAROLINA
TY OF MECKLENBURG Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to CS. 143-215.1 (di) and entered into this TWENTIETH day of
SEPTEMBER 2013, by and between the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter known as the COMMISSION; and JOHNSTON ROAD
APARTMENTS LLC;, a corporation/general partnership registered/licensed to do business in the State of
North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
tA/(k)UUN53
. 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 MARVIN ROAD APARTMENTS . (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 (Enter Proposed Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State of North
Carolina, for the purpose, among others, of handling the property, affairs and business of the Development; of operating,
maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit ownership,
including the Disposal System; and of collecting dues and assessments to provide funds for such operation, maintenance,
re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed, maintained and
operated in accordance with law and permit pi ovisions 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 no: 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 Quality has
FTA 12/07

inspected and approvcd of the facilities. in order to change the name of the permit holder, the. DEVELOPER Must request
prr
that the, permit be i eissued to the Association. The request must include a copy of the Association Bylaws and Declaration.
i. The DEVELOPER shall not•transfer, convey, assign or otherwise relinquish or release its responsibility for the operation
and maintenance of its Disposal System antil a permit has been reissued to the DEVELOPER's successor.
it 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 I,"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 fled and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
•FTA•12/iI7

•
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 'oh r3 o,n 1404Lot+ 4, Yne.m 4.s LL C
AGEMENT COMMISSION Nance of DEVELOP-Mt.
,Director
'r Division of Water Quatity
!o%2-a/
(Date)
By:,
(Signature)
'( %)..$)% Cons 64.04}c, LkMine
Print Name and Title
(Date)

CHAt.LtTTE-MECKLENBU RG
UTILITY DEPARTMENT
March 18, 2013
Mr. Matt Bramwell
LandDesign
223 N Graham Street
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MARVIN ROAD MULTIFAMILY
TAX PARCEL# 223-531-05, -06
C-MU TRACKING# 600-13-525
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 39,760 gallons per
day (276 apartment units with 4-inch pool drain line x 135 gpd/unit; 5,000 ft2 amenity center x 50 gpd/100
ft2) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit
number NC0024970, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatments works. Please see attached FTSE 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, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with
the Public Water Supply Section of NCDENR, However, Charlotte -Mecklenburg Utility Department cannot
guarantee a constant pressure or quality of flow.
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 -Mecklenburg Utility Department 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. !f the appropriate
ar th©rizatirsn to construct raerrnits ire not obtained and construction has not started within one (1) year of
and atrrnent for nw rvice connection ° ha not 6 en racewe
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKI,ENBURG UTILITY, DEPARTMENT
Engineering Division • Installation & Development Services
f you have any questions,
www,mu ctlllties.com
T00 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow TrackinglAcceptaflCe for Sewer E nsio Permit Applications
(FTSE —10/07)
Project Applicant Narne
Project Name for which flow is being requested;
More than one FTSE-10/07 may he 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 in MGD
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
66.8
0.0397
73.71
4
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Clems Branch PS
1.05
0.309
III. Crtification Statement:
I, cLjJc , certify that, to the best of my knowledge, the addition of the
volume of watewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this apewatar flow,
Signing Offltia1 Signature

North Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT UF'THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 9/26/2013
Click here to:
View Document Filings I File an Annual Report j
JPrint a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name
NC JOHNSTON ROAD APARTMENTS,
LLC
Limited Liability Company Information
Name Type
LEGAL
SOSID:
Status:
Effective Date:
Citizenship:
Duration:
Annual Report Status:
Registered Agent
1320264
Current -Active
5/29/2013
DOMESTIC
PERPETUAL
CURRENT
Agent Name:
Office Address:
Mailing Address:
Principal Office
JOHNSON, CYRUS
301 S. COLLEGE STREET, SUITE 3500
CHARLOTTE NC 28202
301 S. COLLEGE STREET, SUITE 3500
CHARLOTTE NC 28202
Office Address:
Mailing Address:
Officers
NO ADDRESS
301 S. COLLEGE STREET, SUITE 2800
CHARLOTTE NC 28202
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1630
http://www.secretary.state.nc. us/corporations/Corp. aspx?P itemId=10260003
9/26/2013

SUBJECT:
1011302 MARVIN ROAD MULTI-
FAMILY
1011302
Marvin Road Apartments
PURP OS Ei For your approval
FROM
Mooresville Regional
Office - NCDENR.
610 E. Center Avenue
Mooresville, North
Carolina 28115
REMARK :
1
DATE
TRANSMIT TAL ID.
VIA,
mbramwell
Trans
9/24/2013
00032
Overnight
anddesign.com
[e-mail]
m
Attached is our sanitary sewer fast track submittal for Marvin Road
Apartments. Please feel free to contact me at anytime if you need anything
additional.
Thank you,
Matt. Bramwell
704-376-7777
Signed Fast Track Application
CMUD flow acceptance
USGS map
Operation Agreements
ertification
GNric-K

Permit Number WQ0036753
Pir
Central Files: APS, SWP^
10/09/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
39760
Facility
Fast Track
Facility Name
Marvin Road Apartments, LLC
Location Address
Owner
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Johnston Road Apartments LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Bryan Rushing
301 S College St
Charlotte
NC 28202
Orig Issue
10/09/13
App Received
09/26/13
Regulated Activities
Apartment complex
Condominium
Wastewater collection
_ Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
10/09/13 10/09/13
RequestedlReceived Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Water Resources
ENVIRONMENTAL QUALITY
April 21, 2016
Mt Bryan Rushing, Construction Manager
Johnston Road Apartments, LLC
301 South College Street
Charlotte, NC 28202
SUBJECT: Final Engineering Certification Acknowledgement
Project: Marvin Road Apartments
Permit No. WQ0036753
Permittee: Johnston Road Apartments,, LLC
County: Mecklenburg
Dear Mr. Rushing:
PAT MCCRORY.
Governor
D14NAL . VAN -DER VAART
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project: on 04/20/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumedthat 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 ofnon-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.byyou 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,
Barry Love
Environmental Specialist
cc: Mr. Eric Lemieux, (LandDesign, 223 N. Graham St., Charlotte, NC 28202)
Central Files
MRO
State of North Carolina I Environmental Quality I WaterResonrces
610 E. Center Avenue, Suite 301, Mooresville, NC28115
Phone: [phone] \ Internet myw.ncdenr.gov

Deer r an tr'u
provided appal
maintain the wastewater
Printed Name, Title
FAST" TRACK ENGINEERING CERTIFICATION
Permlttee: Johnston Road Apartments, LLC Permit No. WQ0030753
Project; Mervin Road Apartments Issue Date: 10/0912013
Complete end submit Us form to the permit Issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawl ge of sewer lines) of the wastewater
co leclion system extension. Final record drawings should be clear on the piano or on digital media (CO or DVO
disk) In pdf format: Record crawinga 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) ar storage greater than longest pest three year outage reliability option selected) for eny pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings ar in written summery formm. Frail(
meSiincetlons rravlrsd far Prfy ctliF19“ rqu tie, m nen-cgrpollspce i tills Dorptll. fEW1 IS+1i! or
minimum *mien criteria. Modlilcetfof+i, should tiobiritIO prior to coortlikatim
This project shall not be conskfered ccsrnpteto nor allowed to operate until the Division has received this Engineer's
Certification end at required supporting documentation. Therefore.Jt Is Malay recommended that this csrtiftcstion
De sent in a manner that provides proof 9! regttlot I:v the MASON
_, the undere
applicable standsProfessional Engineer below has
clion Information to ties Perm s, and thus Posrmitlee prepared to operate &
system permitted herein or portions thereo
tate that thls project has
Signature
ENGINEWE CERTIFICATION
0 Partial Frnal
as s duly r istensci Professional Engineer in the State of North Carolina,
periodically weekly, © full time) the construction of the subject project
by state that, to tite best of my abilities, due care and diligence was used in the observation
ion such that the rnstaction was observed to be built within substantial compliance of this
NCAC 02T; the Diviaics^d"e Gravity Sewer Minimum Design Criteria adopted February 12, 1996 es
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
ns adopted June 1, 2000 as applicable; and other supporting materials.
h Casroiins Professlosnal Engineer's
nd date:
4
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
nstble for tracking all par9aN cettiflea llens up until a final certification is received. My
utary to the wastewater collection system extension prior to completion of this
be consider.,' a violation of the permit end shall subject the Perrnittee to appropriate
DWI floc Only:
Flow from this project is tributary to:

Sanitary Sewer Testing Report
Project Name: Marvin Road Multi
Date: July 23, 2015
Signed: William Morris
Manhole
Location
SSMH-5 to SSMH-6A
SSMH-6A to SSMH-6
SSMH-6 to SSMH-7
SSMH-7 to SSMH-8
SSMH-8 to SSMH-9
SSMH-9 to SSMH-10
SSMH-11 to SSMH-12
SSMH-12 to SSMH-13
SSMH-13 to SSMH-13A
SSMH-13A to SSMH-14A
SSMH-14A to 'SSMH-14
Pipe Size
8 inch
8 inch.
8 inch
8 inch
8 Inch
8 Inch
8 Inch
8 Inch
8 Inch
8 Inch
8lnch
Pipe
Length
11.84ft
36,64 ft
218,84 ft
177.5 ft
197.51 ft
184.42 ft
9©,26 ft
93,36 ft
89,53 ft
16.95'ft
228,92 ft
Mandrel
Test
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Project #: 1011302
Present at Site: William
Low Pressure
Air Test
Time(Minutes)
4 Minutes
4 minutes
4 minutes
Cot
ants
4 minutes
4 minutes
4 minutes
4 minutes
4 minutes
11chfiles\projects\_201111©11302\Construchen Admin\Field Reports\Marvin
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