WQ0036567_Regional Office Historical File Pre 2018

Aikt
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A Reeder
Governor Director
June 17, 2013
Mr: Charles Worsham, Authorized Agent
Charlotte Outlets, LLC c/o Tanger Charlotte, LLC
3200 Northline Avenue, Suite 360
Greensboro, NC 27408
John E. Skvarla, III
Secretary
Subject: Permit Now WQ0036567
Charlotte Premium Outlets
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr. Wo
In accordance with your complete application received June 7, 2013, we are forwarding, herewith Permit
No. WQ0036567, dated June 17, 2013,.to Charlotte Outlets, LLC c/o Tanger Charlotte, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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: Reguires 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 Charlotte Outlets, LLC c/o Tanger Charlotte, 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 Professionai 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 1508 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.
161'7 Mail 'ServosCenter„ Raleigh, North Carolina 27699-1617
Location: 512 N. Sa shury St. Ra&egh, North Carolina 27604
Phone: [phone] FAX [phone]
Internet www ncwaterty
An Equa Oppcwt mity t AFrrrmgt=ve Aclron Employer
One
NorthCarolina
�atl!rek

Mr. Charles Worsham
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 Parker
Surface Water Protection Supervisor
Mooresville Regional Office
Electronic copy: Kris Rowe, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Quality Central Files
PERCS (electronic copy)

V
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
Charlotte Outlets, LLC c/o Tanger Charlotte, LLC
for the construction and operation of approximately 2,250 linear feet of 8-inch gravity sewer to serve
the Charlotte Premium Outlets development, and the discharge of 52,000 gallons per day of collected
domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the
complete application received June 7, 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 17th day ofJune, 2013.
for Thomas A. Reeder
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036567

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SUPPLEMENT "~^~"�"._x�v "�� PERMIT ^~���u.vx .�uvu~u~x
Charlotte Outlets, LLC c/o Tan0er Charlotte, LLCis hereby authorized to:
.
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall he treated in McAlpine Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream.
Permitting ofthis project does not constitute anacceptance ofany part ofthe project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February12, 1996asapplicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting ofPump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance ofthe certification provided by North
Carolina -licensed Professional Engineer in the application. It shall be the Pu,rnh1ee'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.
1. SPECIAL CONDITIONS
l If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Quality to properly allocate the subject wastewater flow,
l No flow in excess of the quantity permitted herein, 92I00GPq shall be made tributary to the subject sewer
system until an application for permit modification for an increase in Umx has been submitted to and

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; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials 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 al! 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 1SA NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 27.0403:
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 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.

J, For privately owned collection systems, the Grease Control Program shall include at least bi-anpual
distribution of grease education materials to users of ,he collection system by the permittee or its
representat^ve.
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
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for vminimum ofthree years
with exception of the map, which shall be maintained for the life of the system.
The Pennhteeshall report by telephone toowater quality staff member at the Mooresville Regional Office,
telephone nummber(7O4) 663-1699, as soon as possible, but in no case more than 24 hours or an the next
working day, following the occurrence or first knowledge of the occurrence of either of the following-.
a. Any process unit failure, due bmknown or unknown reasons, that renders the facility incapable cf
adequate wastewater transport, such as mechanical or electrical failures of pumps, fine blockage or
breakage, utc;or
b. Any SSDand/or spill over l,080gallons; or
c. Any S50and/or spill, regardless nfvolume, that reaches surface water
Voice mail messages orfaxed 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 betaken \o ensure that the problem does not recur. Part || of Form
CS-SS4 (or the most current Division approved form) can also be completed to show that the 5SOwas beyond
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 nrbypass discharge ufwastewater »o the surface
waters otthe 5tate�
7. Per 15A N[A[ 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 tnthe address provided onthe form. Acomplete certification isone where the form is
fully executed and the supporting documents are provided usapplicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to cu*n|edmn of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permoittee to appropriate enforcement actions -
if the permit is issued to a private entity with an Operational Agreement, then a copy ofthe 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 exeruted and the supporting documents are provided ao

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: Charlotte Outlets, LLC c/o Tanger Charlotte, LLC Permit No. WQ003,6567
Project: Charlotte Premium Outlets 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 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, T
Signature Date
ENGINEER'S CERTIFICATION
E] Partial jJ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (13 periodically, D weekly, 111 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 Pernnittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is tributary tol

OF NORTH CAROLINA
OUNTY OF Mecklenburg
Permit No. 60o2 OQ 3(5 '?
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dI) and entered into this Mo..41 1144" day of
Mau\ 20I3, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Charlotte Outlets, LLC , 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 Iands lying in Mecklenburg County, upon which it is
erecting and will erect dwelling units and other improvements, said development to be known
as Charlotte Premium Outlets (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 Iands 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 Charlotte Premium Outlets (hereinafter Association), a non-profit corporation organized
and existing under and by the virtue of the laws of the State of North Carolina, for the purpose, among
others, of handling the property, affairs and business of the Development; of operating, maintaining, re-
constructing and repairing the common elements of the lands and improvements subject to unit ownership,
including the Disposal System; and of collecting dues and assessments to provide funds for such
operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water 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 02/03 Page 1 of 2

to DEVELOPER OPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter he properly maintained and
operated in conformity with laws 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 prior -
expenditures by the Association except for Federal., State, and local taxes and insurance.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System v ill
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 he separate from the routine maintenance funds allocated for the facility and
shall he 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 I3ylaws 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, vil Iage.. 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 oldie 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 recltiirr 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 ofa permit.
r). The agreements set forth in numbered paragraphs 1. , 3. 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSR)N to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall he filed at the Register of Deeds in the County ies} where the Declaration
is Tiled and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, OFF. this
representative of the parties hereto on
FOR THE ENVIRONMENTAL.
NAGEMEN"E" COMMISSION
Charles Wakild, P.E. Director
Division of \
d in duplicate originals by the duly authorized
and°car vyritten as indicated by each of the parties named below:
arlotte Outlets, l.,I..0 t'oTanger Outlets LT
Name
E3
ure
rsham — Authorized Agent
e and Title
d Inab
FORM: DEV 0:
Page
its Co -Managing N+1�:mbet
Na nti Cararowv luiut d 1 ab
atS v4u4.11.1Z,. *Wet

0
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner!Permittee:
la. Charlotte Outlets, LLC c/o Tanger Charlotte, LLC
Full Legal Name (company, municipality, HOA, utility, etc.
1b. Charles Worsham - Authorized Agent
Signing Official Name and Title (Please review 15A NCAC 2T .010
lc. The legal entity who will own this system is:
0 Individual ❑ Federal ❑ Municipality 0 Stat
3200 Northline Avenue, Suite 340 3L o
Mailing Address
North Carolina
State
336- $jai - 1 i. 336-292-0416
Application Number:.
(to be completed by ©WQ)
Telephone Facsimile
2. Project (Facility) Information:
2a, Charlotte Premium Outlets
3.
3a.
3b.
Brief Project Name (permit will refer
Contact Person:
Kris Rowe, PE - Engineer
his n
e
or authorized signing otficialsl)
County ❑ Private Partnership 4 Corporation ❑ Othe
le. Greensboro
City
lg. 27408
Name and Affiliation of Someone Who Can An
704-376-7777
Zip Code
caworsham tan+eroutlet.corn
p ci
E-mail
2b. Mecklenburg
County Where Project is Located
er Questions About this Application
3c. [e-mail]
Phone Number
1. Project is Egl New ❑ Modification (of an existing permit)
E-mail
odification, Permit No,:
2. Owner is 0 Public (skip to Item B(3))
2a, If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Ej Selling units (lots, townhomes, etc. - go to Item B(2b))
3, Charlotte -Mecklenburg Utilities
Private (go to Item 2(a))
2b. If sold, facilities owned by a
choose one)
❑ Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWfF) Treating Wastewater From This Project
rove_ ._......_ _. �.,�. ..._..... _ �. _..n.__ ��,.... �_....�
4a. McAlpine Creek Wastewater Treatment Plant 4b NC0024974
Name of WWTF WWTF Permit No.
5a. Charlotte -Mecklenburg
Utilities Gravity
!Receiving rsc. N/A
Owner of Downstream Sewer g Sewer Size 0 Force Main j Perm
The origin of this wastewater is (check all that apply)
❑ Residential Subdivision
Ej Apartments/Condominiums
Mobile Home Park
School
❑ Restaurant
Office
of Downstream Sewer (Instruction E)
Retail (Stores, shopping centers)
❑ Institution
0 Hospital
Church
❑ Nursing Home
Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 52,000
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
°/© Other (specify):
gallons per day
FTA12/©7

B. PERMIT
.
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) ANDIOR 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)_
400,000 sf of retail space x 130 gdp11,000 sf = 52,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
s—
Size (inches) Length (feet)
8"
New Gravity or Additional
Force Main
2,250
New Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary) _
Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow I O erational Point Power Reliability Option
(MGD) p 1 - permanent generator wIATS; 1 Force Main Size I Force Main Length
@TDH TDH 2 - portable generator w!MTS �I
- -t--- - -- - t fi
I 1
(Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w1ATS; Force Main Size Force Main Length
GPM @TDH I 2 - portable generator wIMTS
Pump Station Location ID (self chosen - as shown an planslmap for reference)
Design Flow 1 Power Reliability Option
(MGD) Operational Point 1 - permanent generator w1ATS;
GPM @TDH I 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?
0 Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 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 ❑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
FTA12/07

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/$trearn Crossings - General Permit or 401 Certification? Yes [] No [] N/A
Sedimentation and Erosion Control Plan?
Storrnwater2
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 otlsidered hi h rioritnd midst be checked once eve six mot
Check if Yes 0 and provide details
1a.
0
z
1- 2 Professional Engineer's Certification'. (Signature of Design Engineer and Project Name)
Q
Owner/Perm'ittee's Certificat'ror1: (Signature of Signing Official and Project. Name)
1, Charles Worsham attest that this application for Charlotte Premium Outlets has been reviewed by me and is accurate
and complete to the best of my knowledge, 1 understand that if all required parts of this application are not completed
and that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete, Note: In accordance with North Carolina General Statutes 143-215.6A and 143.215, 6B,
any person who knowingly makes any false statement representation, or certification irr any application shall be guilty of
a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000per
virrlalion
Yes [] No
Yes Q No
© N/A
El NIA
Charlotte Outlets, LL(.
sa Delaware limited liability company
3a. 'ranger Charlotte, LI_._ a North Carolina In
aa'rrtrnrz .Member
Signature 0-eI,JP eriT
- � a N rB,Ct C:'aroiiota limited iittbdaty= company, as Managerr
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,03015
1, kristopher W Rowe, PE, attest that this application for Charlotte Premium Outlets has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations. and al/ 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 I have reviewed this material and have judged it to be consistent with the proposed design,
Note: In accordance with NC General Statutes 143-215,6A and 143-215.68, any person who knowingly makes any false
statement, representation, or certification r`n any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, Kristopher W Rowe, PE
Professional Engineer Name
2b, LandDesign
Engineering Firm
2c. 223 North Graham Street
Mailing Address
2d, Charlotte
ty
2g. 704-376-7777 2h. 704-332-3246
Facsimile
Telephone
2e. NC 2f. 28202
State Zip
krowerxlanddesign,com
E-mail
NC PE Seal,
re
,g

May 15, 2013
ENGINEER'S REPORT
Charlotte Premium Outlets
LDI Project No. 1012173
SEWER SYSTEM APPLICANT:
Charlotte Outlets, LLC
3200 Northline Avenue, Suite 340
Greensboro, NC 27408
DEVELOPER:
Charlotte Outlets, LLC
3200 Northline Avenue, Suite 340
Greensboro, NC 27408
DESCRIPTION:
The site consists of approximately 52 acres. The property is zoned MUDD and will
consist of 400,000 square feet of retail space. We are proposing to install
approximately 2,250 if of 8" PVC sewer main on -site that will make up the private
system. Flows from the project will be sent to the McAlpine Creek Wastewater
Treatment Plant (NPDES permit number NC0024970).
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site will be approximately 52,000 gallons per day. The
demand is based on 400,000 sf retail space at 130 gallons per day/1,000 sf. New
mains are expected to have a minimum 50-year service life. The system will be
constructed by the Developer and sewer services will be billed by the City of
Charlotte in accordance with their standard rate schedule.
N:1 2012410121734DOCSIPERMIT FORMSIPRIVATE_SEWER\1012173-ENGINEERS REPORT WATER.DOC LANDDESIGN, INC.

State of North Carolina
Department of Environment and Natural. Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension. Permit Applications
(FTSE —1.0707)
Project Applicant Name: Lan.dDesign
Project Name for which flow is being requested:
More than one PTSE-1 D/07 may be required for a single project i
pump stations along the route of the proposed wastewater flow,
er
owner of the WWTP is not responsible for all
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 Perrnit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99,0
d. Estimated obligated flow not yet tributary to the WWTP 10.635
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
0.052
74.058
74.8%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
pump stations located between the project connection point and the WWTP
Pump Station Name
Beaverdam Creek
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design)Daily Flow, MGD
2.7
0.06
III. Certification Statement:
1, t rry 4 ,v,it , 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 Il for which I am the responsible party. Signature of this form indicates
acceptance of this ater flow.
Signing 4 (coal Signature Date

5/8/13 Google Maps
Project
Location
f02013 Google
19gCry .0
Charlotte Premium Outlets
https:llrnaps,g?hl=en&1e=UTFB&11=35,167108,-6n,96956&spn=©,©14717,0.019298, h
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MGuKU1 NKgwQFfWwoOg©w&p... 1/1

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Professional Enlneer N
Kristopher W. Rowe, PE
Engineering Firm Name
LandDesign
Location
ID
Nance of Waterbady'
Unnamed Tributary to Beaverdam
Creek
River Waterbody Waterbody
CountyBasin Stream Index NorA Classification
eekdenburt Catawba 26
If unnamed, Indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins,
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief
PE Seal, Signature and Date
*** END OF FORM ' 'SCAS-12/07 ***
FOR : 'SCAS-122/07
Page 1 of 1

LandDesicto, Irec 223 North Graham Street Charlotte, NC 213202
Transmittal
ID: 00045
Date Sent: 6/6/2013
Project: 1012173 TANGER CHARLO I I E CD'S
Number: 1012173
To: Mooresville Regional Office - NCDENR
610 E. Center Avenue
Mooresville, North Carolina 28115
704-663-3300 (Phone)
704-663-6040 (Fax)
From: Kris Rowe
LandDesign, Inc.
223 North Graham Street
Charlotte, NC 28202
704-333-0325 (Phone)
704-332-3246 (Fax)
Subject: Charlotte Premium Outlets Fast -Track Sewer Application
Via: Overnight
Purpose: For your review and comment
Remarks: Enclosed is a fast -track sewer application package for the Charlotte Premium
Outlets project. Feel free to contact me if you have any questions or need
additional information,
Sincerely,
Kris Rowe, PE
CC:
Description of Contents
r ,
[Quantity Dated Description [
[
Charlotte Premium Outlets Fast -Track Sewer Application Package
i 1 Check in the amount of $480 (#000001)

North Carolina Secretary of State
Page 1of1•
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT of rl-IE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 (919)S07-2000
Date: 6/7/2013
Click here to:
View Document Filings I Upload a PDF Filing
File an Annual Report j
a Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Corporation Names
Name
NC CHARLOTTE OUTLETS, LLC
Limited Liability Company Information
Name Type
LEGAL
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Annual Report Status:
Registered Agent
1312099
Current -Active
4/ 11 /2013
FOREIGN
DE
PERPETUAL
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
225 W. WASHINGTON ST.
INDIANAPOLIS IN 46204
CIO CORPORATE PARALEGAL, 225 W.
WASHINGTON ST., P.O BOX 7033
INDIANAPOLIS IN 46207-7033
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 696
http://www.seeretary.state.ne.uskorporations/Corp.aspx?Pitemld= I 022097 I 6/7/2013

Permit Number WQ0036567
Central Files: APS SWP
06/17/13
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
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
michael.parker
Coastal SW Rule
Permitted Flow
52000
Facility
Facility Name
Charlotte Premium Outlets
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Charlotte Outlets LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Charltes Worsham
3200 Northline Ave
Greensboro
NC 27408
Orig Issue App Received Draft Initiated
06/17/13 06/07/13
Scheduled
Issuance
Public Notice Issue Effective
06/17/13 06/17/13
Regulated Activities Requested/Received Events
Retail
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

p/IFAST TRACK ENGINF,ER1NG C ERTIF1CA'1R N
F
Permittee: Charlotte Outlets, LLC c/o Tanger Charlotte, LLC Permit No. WO 036567
Project: Charlotte Premium Outlets 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
dusk) 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
modification n Le iralyd ram ch n s tesuitStt irk h this perm
minimum design criteria. ldi.icatlorr should betfitedrt1ilciin,
This project shall not be considered complete nor allowed to operate ur'atil the Division has received this Engineer
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be5ent in a manner that provides proof of receipt by thejvisi©n.
PE
Charles Worsham
1, _.w_. the undersigned agent for the Permittee, hereby state that this project has
ATION
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 port cans
Charles Worsham, Authorized Agent
Printed Name, Title
Signature
ENGINEER'S CERTtF
Date
Kristor her W. Rowe PE E Partial • Finall„ , as a duly registered Professional Engineer irk the State of North Carolina,
having been authorized to observe ([l periodically, ri weekly, Li 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 Perrnrt ing of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, d 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 tihe Permittee to appropriate
forcement actions,
r5 proje'

PURPOSE'
FROM
NAME
Kris Rowe
223 North Graham Street
Charlotte, NC 28202
1012173 TANGER CHARLOTTE
CD"S
1012173
Charlotte Premium Outlets Final
Sewer Certification
For your use
TO
Surface Water Protection
Supervisor
Mooresville Regional
Office
610 East Center Avenue,
Suite 301
I Mooresville, NC 28115
United States
REMARKS:
andDesign, Inc.
DA f r
IRA SMfTTAL 1(1
Transmi
6/13/2©14
00198
Overnight
[e-mail]
704-333-0325
704-663-3300
Enclosed is the final sewer certification for the Charlotte Premium Outlets
private sewer. Feel free to contact me if you have any questions or
comments.
Sincerely,
Kris Rowe, PE
ON3 T E R -t S
DATED
TITL. :
Charlotte Premium Outlets Final Sewer Certifica
Package