WQ0036662_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
August 12, 2013
Richard Jersey, Development Manager
P&L Coliseum LP
3225 Cumberland Road, Suite 400
Atlanta, GA, 30339
Subject: Permit No. W00036662
City Park Retail
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Jersey:
John E. Skvarla, III
Secretary
In accordance with your application received July 29, 2013, we are forwarding herewith Permit No.
WQ036662, dated August 12, 2013 to P&L Coliseum LP 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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 P&L Coliseum LP 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 671,4 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 361 Mooresville, NC 28815
Phone; (704) 663.16991 FAX; (704) 663-60401Custorner'Service: i-877-623-6748
Internet: www.hcwaterguviity.orq
An Equal Opportunity \ Affirmative Action Employer
One
NorthCuirolina
Vaturay

rP.
&L Coliseum LP
WQ0036662
Page 2
If you need additional information concerning this matter, please contact Sujatha Nagulapaily at (704)
235-2143 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker
Mooresville Region Surface Water Protection Supervisor
enclosure: Operational Agreement_
cc: . Mooresville Regional Office file
Water Resources Central Files
PERCS (electronic copy)
k.

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
P&L Coliseum LP
Mecklenburg County
for the construction and operation of approximately 325 linear feet of 8 inch gravity sewer as part of the
City Park Retail project, and the discharge of 1,747 gallons per day of collected domestic wastewater
into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the application received
July 29, 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 12th day of the August, 2013.
?4)
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036662

SUPPLEMENT EMENlF TO PERMIT COVER SHEET
P &L Coliseum LP 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 (NCOQ2497U)prior tobeing 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 N[4[2T|the Division's Gravity Sewer Minimum Design Criteria adopted February 12, I996as
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-|icensed 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.
1. STANDARD CONDITIONS
I 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 Permnit1ee, a formal permit request shall besubmdted10
the Division accompanied by documentation from the parties involved, and othersupporting materials as may
be appropriate. The approval of this request shall be considered on in merits and may or may not he
approved.
]L This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 13A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 1Z'I996asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of' Pump Stations and Force Mains adopted June l' 2000 as applicable- and other supporting materials unless
specifically mentioned herein,
I This permit shall be effective only with respect to the nature and mdumc of wastes described in the
application and other supporting data.
o, The wastewater collection facilities shall be properly maintained and operated atall times. The Permittce
shall maintain omrnphamce with an individual system -wide collection system permit for the operation and
maintenance of these facHties as required by 15A N[A[ 2T .0401 If an individual permit is not required, the
following performance criteria shall be met as provided in 15AN[AC 2T.0403�
a. The sewer system shall be effectively maintained and operated atall times toprevent discharge to land or
surface waters, and to prevent any contravent�on of groundwater standards or surface water standards.
b, A map of thesewer 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.
1. 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 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 l 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.

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 27,0116, 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 syste„rn 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„
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 21; 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,

Fr.
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 FICA1 ION
Permittee: P&L Coliseum LP Permit No. W00036662
Project: City Park Retail Issue Date: 08/12/13
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 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 Date
ENGINEERS CERTIFICATION
11 Partial [11 Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe Li periodically, El weekly, r] 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 Engineers
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 E CENTER AVE, 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„
DV) Lis.eOrik
Flo Crom his pi*ct is tribttuir:\ to:

STATE OF NORTH CAROLINA
COUNTY OF l°� Permit No. l V 4)U` (7 ff tr 0"
DEVEL PER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this ZZ day of
J V 2 3, by and between the North Carolina Environmental Management
Commission, agency of the State of North Carolina, hereinafter known as the COMMISSION; and
?4 L ec)useito. L1�
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as City Park Retail (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 fling of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
Lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6: The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance withlaw 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 shalt 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.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 12/12 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10, A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below':
FOR THE ENVIRONMENTAL
Division of Water ettsfity P_CSOUECES
(Date)
L b \)c-C
Name of DEVELOPER.
Bv:
(Sig] a
k,ctkatJ Tecs-
Print Name and Title
2- it- 13
(Pate)
FORM: DEV 12/12
Page 2 of 2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. P & L Coliseum LP
Full Legal Name (company, municipality, HOA, util
0 1 b. Richard Jerse i '. V t" ft) °;1 ✓T) earyi
Signing Official Name and Title (Please review 15A NCAC 2T
etc.)
Application Number:
(to be completed by DWQ)
l c.
CLr
0 1 d.
1 f.
z
0 1h.
Q 2.
J 2a.
0
d
6 (b
or authorized signing officials!)
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership
3225 Cumberland Blvd. Suite 400
Mailing Address
GA
State
770 980 0808
Telephone
Project (Facility) Information:
City Park Retail
770 984 8630
Facsimile
Brief Project Name (permit will refer to this name)
Contact Person:
3a. Richard Jersey
1 g,
1j.
2b,
Name and Affiliation of Someone Who Can Answer Questions Abou
3b. 770 980 080
Phone Number
Atlanta
City
30339
Zip Code
[e-mail]
E-
Mecklenburg
County Where Project is Located
this Application
c. rjersey@popeandland@com
E-mail
Project is ►I' New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is 0 Public (skip to Item B(3))
2a. If private, applicant will be:
4a
Private (go to Item 2(a))
2b. If sold, facilitie
ned by a (must choose o
Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
0 Leasing units (lots, townhomes, etc, - skip to item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
CMUD
❑ Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
pine Creek
Name of WWTF
CMUD I5b 8"
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
El Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
El School
❑ Restaurant
❑ Office
4b. NC0024970
WWTF Permit No.
® Gravity i5c 100-08-509
0 Force Main Permit # of Downstream Sewer (Instruction E)
Retail (Stores, shopping centers)
0 Institution
0 Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 1,747 gallons per day
*Do not include future flows or previously permitted allocations
8. 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
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)

9. 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 M.
13,436 sf / 1,000 sf =13.436
13.436 x 130 gpd = 1,747 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
324.67
Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
Pump Station Location ID (self chosen - as shown on plans/map for reference)
ATION (CONTIN
Design Flow
(MGD)
Operational PointPower
GPM @TDH
Reliability Option
1 - permanent generator MATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
Pump Station Location ID
(self chosen -
as shown on planslmap
for reference)
RMIT INFORM
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
_
Ll.l
0.
Di
Design Flow
(MGD)
Operational Point
GPM @TDH
Power ReliabilityOption
1 - permanent generator wIATS;
2 - portable generator wIMTS
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?
® Yes ■ No If Yes, permit number of 2"s treatment facility ^Irwin Creek
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 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

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
[]Yes LINO
®Yes No
Yes ©No
® N/A
[] N/A
E 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: EJ and provide details
1a.
©wnerfPermittee's Certification: (Signature of Signing Official and Project Name)
a, Richard Jersey , attest that this application for City Park Retail has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil -Wallies up to $25,000 per violation,
igning ©ffi+' al Signatu
7;-13
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI l I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY!
u) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
z
0
I— 2, Professional Engineer's Certification. (Signature of Design Engineer and Project Name)
!, Bryan C. Metzler attest that this application for City Park Retail has been reviewed by me and
ILL 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 Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $1 0, 000 as well as civil penalties up to $25, 000 per violation.
2a. Bryan Metzler
Professional Engineer Name
2b. Merrick & Compan
Engineering Firm
2c. 1001 Morehead Square DR. STE 530
Mailing Address
2d. Charlotte
City
2g. 704 529 6500 2h. 704 522 0882
Telephone
Facsimile
2e. NC 2f. 28203
State Zip
2i. [e-mail]
E-mail
NC PE Seal, Signature & Date

Signing Official Signature
GF WA7 ,,9 State of North Carolina
QC. Department of Environment and Natural Resources
j. r Division of Water Quality
--;
-<• Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Merrick & Company
Project Name for which flow is being requested:
City Park Retail.
More than one FTSE-10/07 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 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
99.0
10.902
66.8
0.0017
74.325
75.1%
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
III. Certification Statement:
I, 4a eryy . tt e_r ' frt. , certify that, to the best of my knowledge, the addition of the
volume of wastewater 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 ' a water flow.
//2/f3
Date

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY EPARTMENT
June 24, 2013
Mr, Joshua Motes
Merrick & Company
1001 Morehead Square Drive
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CITY PARK RETAIL
TAX PARCEL# 143-131-09
C-MU TRACKING# 600-13-566
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 1,747 gallons per
day (13,436 ft2 retail space with food prep x 130 gpd/1,000 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. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance letter. and payment for any service connection s has not been received
within (1) year of the issuance of this flow acceptance letter this flow acceptance approval shall be
rescinded and a new flowacceptance study must be made. If you have any questions, you may contact
me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www. cm util ities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

Go
Address W Tyvola Rd
Charlotte, NC
Oxford -City Park

North Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OFSTATE
PO Sox 29622 Raleigz, NC 27626-0622 (919)807,2000
Date: 7/29/2013
Click here to:
View Document Filings 1
PC, PLLC, LP and Non -Profit entities are not required to file annual reports.
Corporation Names
Name
NC P&L COLISEUM, L.P.
Limited Partnerships Information
Name Type
LEGAL
SOSID:
Status:
Effective Date:
Dissolution Date:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0836829
Current -Active
3/27/2006
FOREIGN
GA
.12/31 /2026
Agent Name:
Office Address:
Mailing Address:
Principal Office
RADINGER, PATRICK L
214 NORTH TRYON STREET, 47TH
FLOOR
CHARLOTTE NC 28201
214 NORTH TRYON STREET, 47TH
FLOOR
CHARLOTTE NC 28201
Office Address:
Mailing Address:
Officers
3225 CUMBERLAND BOULEVARD,
SUITE 400
ATLANTA GA 30339
3225 CUMBERLAND BOULEVARD,
SUITE 400
ATLANTA GA 30339
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1107
•
http ://www.secretary.state.nc.uslcorporati ons/Corp.aspx?Piternl d=7943962
7/29/2013

ME" I
To: Dee Browder
NCDENR
610 E. Center Avenue
Mooresville, NC 28115
TRANSMITTAL
Date: 7/25/2013
Document: Fast Track Appl cation
Ref.: City Park Retail
Job #: 65117846
Sent Via: Fed Ex
The following material has been transmitted to you this date:
Quantity Description
1 Original Fast Track Application
1 Copy of Fast Track Application
# Check for $480.00
1 Original Operational Agreement
2 Copies of Operational Agreement.
1 Water and Sewer Flow Acceptance
1 Form FTSE-10/07
1 USGS Map and Street View Map
Remarks
Dee,
Enclosed is the Fast -Track Application for the Oxford - City Park apartments, located within the City Park
Development in Charlotte, NC. Please let me know if you have any questions or need additional information.
Respectfully submitted,
Merrick & Company
By: Joshua Mote
Project Manager_', errick
Received by
Date. Time:
0e1CHAlFrojedI51784.6.0O-City Park Retail' Pl.lC rrespondencrPTransmittaisiNC[1F lRVDFi Browder. D. FTA-dec°x
7125113 2:1 `,I PM

Permit Number WQ0036662
Central Files: APS SWP
08/09/13
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
1747
Facility
Facility Name Major/Minor Region
City Park Retail Minor Mooresville
Location Address
Owner
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
P&L Coliseum LP Non -Government
Dates/Events
Owner Affiliation
Richard Jersey
Dev Manager
3225 Cumberland Blvd
Atlanta
GA 30339
Orig Issue App Received
08/09/13 07/29/13
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective Expiration
08/09/13 08/09/13
Regulated Activities Re•uested/Received Events
Retail Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin