WQ0036570_Regional Office Historical File Pre 2018 (2)

Aidsi
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A Reeder
Governor Director
June 17, 2013
Mr. Gene Ritz, Authorized Agent
Apex Construction Services, LLC
9057 Manchester Highway
Morrison, TN 37357
John E. Skvarla, III
Secretary
Subject: Permit No. WQ0036570
The Exchange at Charlotte
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr. Ritz:
In accordance with your complete application received June 10, 2013, we are forwarding herewith
Permit No. WQ0036570, dated June 17, 2013, to Apex Construction Services, 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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 IL4: 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 Apex Construction Services 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.
1617 Mail Service Center, Raleigh, North Carolina 27699-161.7
Location; 512 N, Salisbury St. Raleigh, North Carolina 27604
Phone:[phone] FAX: [phone]
Internet: www,ncwaterquality=orq
An Equal appa#urwty 1 Affirmative Action Employ
one
4orthCarolina
,Naturally

VIvfr: Gene Ritz
June 17, 2013
Page Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Quality
by Michael L. Parker
Surface Water Protection Supervisor
Mooresville Regional Office
Electronic copy: Robert M. Reddick, Jr., P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Quality Central Files
PERCS (electronic copy)

ArcvA
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
Apex Construction Services, LLC
for the construction and operation of approximately 2,000 linear feet of 8-inch gravity sewer to serve
The Exchange at Charlotte development, and the discharge of 34,965 gallons per day of collected
domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the
complete application received June 10, 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 untilrescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 17th day of June, 2013.
for Thomas A. Reeder
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036570

SUPPLEMENT TO PERMIT COVER SHEET
Apex Construction Services, 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 Mallard 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 Quality's (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
lf, 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 Quality to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 34,965 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 Quality.

• II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 1SA NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials 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.
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 (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 28.0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility,
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality 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 verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone], Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence, This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part 11 of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the 55O 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:

I
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.
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: Apex Construction Services, LLC Permit No. WQ0036570
Project: The Exchange at Charlotte
issue Date: 06/17/2013
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 farm. Perrnit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
r
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 Engineers
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.
PERMITTEE"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
ENGINEERS CERTIFICATION
Date
El Partial L, Final
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (© periodically, © weekly, D 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 Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,.
North Carolina Professional Engineer's
Seal, signature, and date:
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 i 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 projects tributary to:

z
0
USE THE TAB KEY TO tb"OVL FROM FIELD TO FIELD!
f. Owner/Perrnitte:
la Apex Construction Services, LLC
Full Legal Name (company, municipality HOA uttb y, e
. ,p Y, ity, e
1 b. Gene Ritz /?')!tl ji _
Signing Official Name and Title (Please review 15A NCAC 2'f 0106 (b) for authorized signing officials!)
ic. The Legal entity who will own this system is:
0 Individual D Federal El Municipality 0 State/County 0 Private Partnership ® Corporation 0 Other (specify);
Application Number:
(to be completed by DWQ)
p 1d. 9057 Manchester Hoy
LL Mailing Address
1f. TN
0
1e, Morrison
City
1 g. 37357
State Zip Code
h. 931.8155050 li. 931.815.5 L? 1j. gritz@apex€stenn.com
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a, THE EXCHANGE AT CHARLOTTE.
Brief Project Name (permit wilt refer to this name)
3. Contact Person:
3a. ROBERT M. REDDICK, JR., P,E., Tt E JOHN R. MCADAMS COMPANY, INC.
Name and Affiliation of Someone Who Can Answer Questions About this Application
704-361-6889
Phone Number
Project _
is New 0 Modificahon
Owner is CI Public (skip to Item B(
2a. tf pdvate, applicant will be:
f an existing perm(
_2b. MECKLENBURG
County Where Project is acat
c. reddick anj'vhnrmc;d
E-mail
odification, Permit No.:
Private (go to (tom 2(a))
2b, if sold, tacili
D Retaining Ownership (i.e. store, church, single office, etc,)
ing units (lots, townhomes, etc. - skip to item B(3))
eltiing units (lots, townhomes, etc. - go to Item B(2b))
0 Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
CHARLOTTE MECKLENBURG UTILITIES
Owner of Wastewater Treatment Facility (WWVTF) Treating Wastewater From This Project
4a. MALLARD CREEK WVVTF 4b. NC00302
Name of wiArrF � WWTF Permit No,
CHAR-MECK, UTILITIES
Owner of Downstream Sewe
lReceivi
Q S. The origin of this wastewater is (checkallt
Q Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
0 School
Ell Restaurant
El Office
Gravity
Force Main
apply):::
© Retail (Stores, s
Institution
0 Hospital
© Church
[ Nursing Horne
© Other (specify):.
opping censers)
Volume of wastewater te, be allocated or Permitted for this particular project: 34
'Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
] Pump Station, Outfail or Interceptor Line where flaw will be permitted in subsequentpermits that connect to (hiis tine
© 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)
00 °A Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify),
per day
FTA 12 t1

Provide the wastewater flow calculations used in determining the permitted flow inaccordancewith 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).
259 apartment units x 135 GPDtunit = 34,965 GPD
f Sewer Lines to be Permitted (attach addition
Size (inches)
8"
p Stations wt asso
Pump Station Location ID
Z
Design Flow
Z (MGD)
0
U
z
z
NIA
if necessary)
Length (feet)
2©t90+
d Force Mains to tae Permitted
Operational Point>
GPM @TOH
Power Reliability Option
- permarrunt generator w1ATS;
2 - portable generator wIMTS
NewGravity or Additional
Force Main
GRAVITY
h additional she
shown on plans/map for
Force Main Size Force Main Length
Pu
p Station Lac I
Design Flow
(MGD)
perational Point
GPM @TDH
(self chosen -
Power Reliability Option
- permanent generator MATS;
2 - portable generator w!MTS
Force M
n plans
Size Force Main Lengfth
iPump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM 1TDH
self chosen -
Power Reliability Option
anent generator w1ATS;
2 - portable generator w/MTS
s shown on plans/map for reference)
Force Main Size Force Main Length
12, Will the wastewater flow in the proposed sewer lrnes car pump stations a able to be directed to another treaalment: facftity?
Yes
No If Yes, permit number of '2"d treatment facility
(RO - if `yes" to R;12 please contact the Central Office PERCS Unit)
i3. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes No
if No please reference the pertinent rninirnum design criteria or regulation and indicate why a
variance is requested. SUBMIT IWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
PTA .2/07

1,1 Have
owing permits/certifications been submitted for approval for he system or project to he served?
0
VVetland/Strearri Crossings - General Permit or 401Cerlification? Yes 0 No El N/A
Sedimentation and Erosion Control Plan? Yes D No 0 N/A
Stormwater? Yes 0 No 0 N/A
15. Does this project include any high priority lines, (see 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. OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
1, Gene Ritz, attest that this application for THE EXCHANGE AT CHARLOTTE has been reviewed by rite and is °locum c,
and complete to the best' of rny knowledge, I understand that if all required parts of this application are not completed
and that if all required supporting documentation and attachments are not included, this application package is subject to,
being r t d as incoinp!ete, Note: In accordance with North Carolina General Stabile's 143-215.6A and 143-215613,
n p sqn wb wingly makes any false statement representation, or certification in any application shall be guilty of
error, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
Date
ENGINEERIN N DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION T SE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, _ROBERT M. REDDICK JR, P,E. attest that this application for THE EXCHWQ TAOTT has bean
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. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity SewerMinimum Design Criteria
for Gravity Sewers adopted February 12, 1995, and the Minimum Design Criteria for the Fast -Track Pennilling of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidanoe.
Although other professionals may have developed certain portions of this submittal package, inciusion of these materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement representation, or certification in any application shalt be guilty of e 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. ROBERT M. REDDICK, JR„ P.E.
Professional Engineer Name
2b, THE JOHN R. MCADAMS COMPANY, INC.
Engineering Firm
2c. 11301 CARMEL COMMONS BLVD„ SUITE 111
Mailing Address
2d. CHARLOTTE 2e. NC 2f, 28226
City Slate Zip
2g, 704.361.6889 2h. 704,527.2033 2i.
Telephone Facsimile reddick Wohnimcadams.com
NC PE Seal, 8:valor

COUNTY OF
of
S;i`ATE C1F NORTI"I AROI'NA
ll�
Permit. No. 00 36
DE ELOPER'S OPERATIONAL AGREEMENT"
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this
and between the North Carolina Environmental. Management
Conan an, an agency of the State cif North Carolina, hereinafter known as the COMMISSION: and R & C.i
Student Housing , LLC , a corporation/general partnership registered/licensed to do 'business in the State of
North Carolina, hereinafter known as the DEVELOPER.
WITNESSETII:
I. 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 irnprovenrents, said development to be known
asThe Exchange at Charlotte. (hereinafter the Development)..
The DEVELOPER desires, to construct a wastewater collection system with pumps.. wastewater treatmt
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. 1.43-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings u
and lands through filing of a Declaration of Unit Ownership {hereinafter Declara
47C or 47F of the North Carolina. General Statutes.
:her improvements
pursuant to Chapter
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the The Exchange at Charlotte Management 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 liar such operation, rnaintenan.ce, re -construction and repair.
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 considerationof the promises and the benctits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER. do hereby mutually agree as follows:.
I. 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 Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
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
DEVEL.OPER's successor.
CF1D A A. rlr'\.r 111 *'F1'3

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained. arfd
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 th.e 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, villa.ge, 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.
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 hy the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1., 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) here the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the A.ssociation.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
.representative of the parties hereto on the day and year written as indicatedby each of the parties named
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Char es Wakfld, P.E, Director
Division of Water Quality
R & G Student Housing, LLC----
Name of DEVE
Russ Greer
Print Name
d Title
Icy -ND A. • UN 7 (VI Itll

CI IA
CHARLOTTE-M ECKLENBURG
UTILITY DEPARTMENT
May 20, 2013
Mr, Robert Reddick
The John R. McAdams Company, Inc.
11301 Carmel Commons Boulevard
Suite 111
Charlotte, NC 28226
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE EXCHANGE AT CHARLOTTE
TAX PARCEL# 051-011-18
C-MU TRACKING# 600-12-557
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 34,965 gallons per
day (259 apartment units x 135 god/unit) from this project for transmission to the Mallard Creek
Wastewater Treatment Plant; NPDES permit number NC003O210,, for treatment, This acceptance of flow
is based upon 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-Mecklenbcr Utilities s stern is acre t n a first come first served basis,
The applicant should understand that this letter is not authorization to construct private water OF sewer
systems, as the appropriate local or State permits are required prior to construction. !f the appr opriate
authorization to construct permits are not obtained and construction has not rt w toe f ear of
uance ref this l9ow acce otarrce study, and peyent for eny._se
year of issuance ofdaas tl©cpterace letfpr phis epprpvi h
acceptance study rnust be madeif you have any questions, you may contact me at (704j 432-580
Sincerely,
Barbara Gross
Engineering Assistant
C H A f'tLQTTE -M E C K LE N B I,J Ri
Engineering Division • Installation Development Services
PARTMENT
www.crnufalr kcOm
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

Flow Trackingi. cceptance for Sewer
State of North Carolina
Department of i nvironment and Natural Resources
Division of Water Quality
pion Permit Applications
(FTSE —10/07)
Project Applicant Name: to - hn c t
Project Name for which flow is being requested:
More than true f'°/ & /0/07 rn 2L Ire requirtal crr s1r qle project 6frhe owner of
purnp stations along the ratite of t'Ire proposed w rstewatermllow.
Charo
responsible for all
1. Complete this section only if you are the owner of the wastewater treatment plant,
rt. WWTP Facility Narne:
b. WWTP Facility Permit #:
eek
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the W
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 tlow used
r
All flows are in MGD
4, 2 . ©m0
P 0.880
7,5
.034
I. Complete this secoa for each pump station you are responsible
proposed wastewater flow,
List pump stations located between. the project connection point and the WWTP
Pump Station Name
along the route of this
Approx. Capacity, MGD A.pprox, Current. Avg,
(FirnFDesign) Daily Flow, MGD
Certification St
certify that, to the best of my knowledge, the addition of the
ater to be permitted in this project has been evaluated along the route to the receiving
wastewater tceatrnent 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 bbeen performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections 1 and 11 for which 1 am the responsible party, Signature of this form indicates
ae
ante of thi w stewwater flow.
Ling e ie 1 Signa
Date

3409
390g
340]
i
?II TERCHAHt •
,jl'If
D n•.•
1'$ it
3906 •/"
�ti
:ti;Iv
PORTION OF USGS Gf.
TOPOGRAPHIC MAP
35080-C6-TF-024
HARRISBURG, N.C.
�Jt
y'() ~�i;:..+.
I t(-- r cJ i
�a,_-
..\! /:`%•' 0 .
Ll
1

North Carolina Secretary of State • Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Ra1e10, NC 27626-0622 [phone]
Date: 6/10/2013
Click here to:
View Document Filings I Upload a PDF Filing
File an Annual Report 1
Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Corporation Names
Name Name Type
NC APEX CONSTRUCTION SERVICES OF LEGAL
TENNESSEE, LLC
APEX CONSTRUCTION SERVICES, LLC HOME STATE
Limited Liability Company Information
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Annual Report Status:
Registered Agent
0596249
Current -Active
7/2/2001
FOREIGN
TN
12/31/2029
CURRENT
Agent Name:
Office Address:
Mailing Address:
Principal Office
CT CORPORATION SYSTEM
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Office Address:
Mailing Address:
Officers
9057 MANCHESTER HWY
MORRISON TN 37357
9057 MANCHESTER HWY
MORRISON TN 37357
Title:
Name:
Business Address:
Title:
Name:
Business Address:
MANAGER
J. GREGORY BROCK
9057 MANCHESTER HWY
MORRISON TN 37357
MANAGER
GENE A. RITZ
9057 MANCHESTER HWY
MORRISON TN 37357
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 722
http://www.secretary.state.nc.us/corporations/Corp.aspx? Pitemldw534978 8 6/10/2013

THE JOB R. MC AMS COMPANY, INC..
LETTER OF TRANSMITTAL
To: NCDENR
Date:
Attn: Dee Browder
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: The Exchange at Charlotte
June 7, 2013
** HAND DELIVER **
Job No.: PCG-13000
I am sending you the following ite
COPIES
1
DATE„
6/7/13
6/7/13
6/7/13
6/7/13
6/7/13
S
NO.
These are transmitted as checked below:
D
j
As requested
For approval
For review and comment
Remarks:
Copy to:
DESCRIPTION .w.
Application
NCDENR Check # 1002 for $480
Flow Accetatance Letter CMU
Developers Operational Agreemen
Engineering Plans
© For your use
Signed:
FOR INTERNAL USE ONLY
Copy Letter of Transmittal Only to File
-1 Copy Entire Document to File
Robert M. Reddick Jr., PE
Sr. Project Manager
ENGINEERS PLANNERS • SURVEYORSV• ENVIItONIv1ENTAL
RESEA.RC11 TRIANGLE NARK. CHARLOTTE
800433-5646 i www.lohnnncadams.com

Pat McCrory
Governor
NCDENR
North Carorina Department of Environment and Natural Resources
Division of Water Quality
Charles VVakild, P.E. John E, Skvarla,
Director Secretary
tYle-I-Westric
Dear Mr,/Nia,
Subject: Fast Track Application Return
y - Project Nam Ec, o4 C
County. North Carolina
Division of Water Quality, Mooresville Regional Office received your Fast Track sewer application
on 1.0 3jj. During an initial review of your application, your application Was determined to be incomplete for
the reasons listed below, Therefore, your application is being returned. (Please include a copy of this letter with
your resubtnittal). For a listing of the correct forms and instructions please visit:
littp:8112o.enr.state.nc:us/percs/ColleetionSvstems/Collection5ystemAppf Iitiul
Li
Li
LI
Please complete/correct the following deficiencies:
Applicationsubnritted on wrong or outdated forms .Fon'n(s);
Application was submitted without a processing fee or with an incorrect processing fee,
pplication did not contain a Flow Tracking Form (FTSE 10/07) tova-1
Application did not contain the Developer's/Homeowner's
pplication did not contain the correct number of copies.,
Application 'failed to include project .rnap,
.006114 CmuD
Operational .Agreement,
Volt
Application (line A,1b) \vs not signed by an authorized representative in accordance with I 5.A
NCAC 2T :0106(b), (see http//h2o,ent.state,nealstadmiiesdrim)
4Vi LLA--
g submission of a complete tilplication, the N400resville Regional Office begin a technical
review of your application, If your application is technically deficient additional information may be required or
the package may be returned again,
Mooresville Regional Office
Location: 610 East Center Avenue, Suite 301, Mooresville, NC 28.115
Phone: [phone] ). Fax: [phone]
Infernet: nittp(fiportal:ncrienr.orgiweb/wq
NorthCarolina
An Equal Opportun4 Affirtna0ve Ad.ion .Employer - 50% Recyci•edi 0% Post Consumer .paper

If you have any questions regarding this matter, please contact this Office at 704-663-'1699,
Sincerely,
Michael i,. Parker
Regional Supervisor
Surface Water Protection
Enclosure: Fast Track Sewer Extension Application
cc; RO File

•
•
Permit Number WQ0036570
Central Files: APS SWP
06/17/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Coastal SW Rule
Permitted Flow
34965
Facility
Facility Name
The Exchange at Charlotte
Location Address
Owner
Status Project Type
Active New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Apex Construction Services LLC Non -Government
Dates/Events
Owner Affiliation
Gene Ritz
9057 Manchester Hwy
Morrison TN 37357
Orig Issue App Received Draft Initiated
06/17/13 06/10/13
Scheduled
Issuance
Public Notice Issue Effective
06/17/13 06/17/13
Regulated Activities Requested/Received Events
Apartment complex
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin