WQ0037057_Regional Office Historical File Pre 2018

sr,
Ncb
North Carolina Department of Environment and Natural Resources
Pat McCrory John E, S varla, III
Governor Secretary
May 1, 2014
Larry D. Estridge
Steele Creek (1997) Limited Partnership
6100 Fairview Road, Suite 640
Charlotte, NC 28210
Subject: Permit No. WQ0037057
Steele Creek (1997) Limited Partnership
Steele Creek Retail Center
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Estridge:
In accordance with your application received on March 28, 2014, we are forwarding herewith Permit No.
WQ0037057, dated May 1, 2014, to the Steele Creek (1997) Limited Partnership 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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 per
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 Steele Creek (1997).Limited Partnership 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 Iimitations 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.
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North. Caroli a 2
e: 04-663-16991 Internet: v+wvay.ncdenr,gov
An Equal OpArfirrnerive Action Empioyer— Made in part by iecya,led paper

Steele Creek (1997) Limited Partnership
WQ0037057
If you need additional information concerning this matter, please contact James Bealle at (704) 663-
1699 or via e-mail at james,[e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
cc: Kristopher W. Rowe, P.E., LandDesign
Mooresville Regional Office
Water Resources Central Files
PERCS (electronic copy)

I
Ara
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
Steele Creek (1997) Limited Partnership
Mecklenburg County
for the construction and operation of approximately 1,180 linear feet of 8-inch gravity sewer as part of
the Steele Creek Retail Center project, and the discharge of 16,775 gallons per day of collected
domestic/commercial wastewater into the McAlpine Creek WWTP existing sewerage system, pursuant
to the application received March 28, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 1st day of May, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037057

SUPPLEMENT TO PERMIT COVER SHEET
to -
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater coUeCtedbvthissystemsha||betreatedinthmMcA|pine[neekVVastewnter
Treatment Facility (NCO024970) prior to being discharged into the receiving stream.
Permitting of this project dues not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's 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, l00Oosapplicable, unless specifically mentioned herein. Division
approval in based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Perrnittee'xresponsibility 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
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 Resources 10properly allocate the subject wastewater flow.
[I. STANDARD CONDITIONS
1. This permit shall not betransferable. |nthe event there isadesire for the wastewater collection facilities \o
change ownership, prthere baname change of the Pe/mittee,aformal permit request shall besubmitted vo
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.
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit,- l5A NCAC J'% the Division's Gravity Sewer Minimum Design [/de,im
adopted February 12' 1996 asapplicable; 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.
I 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 beproperly maintained and operated atall 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 I5A NCAC 2T .0403. |fam individual permit is not required, the
following performance criteria shall be met as provided in 1SA NCAC 2T .0403:
a, The ,ewer system shall baeffectively moVntainedamd operated at all times Loprevent discharge tmland or
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.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical. failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or of xedinformatiori 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! 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

^
C5-SS0 (or the most current Division approved form) can also be completed to show that the SSOwus beyond
6 Construction cfthe gravity sewers, pump stations, and force mains shall bescheduled y»asnot tuinterrupt
service by the existing utilities nor result in an overflow o/ bypass discharge ofwastewater to the surface
waters nfthe 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 tuthe address provided onthe form. Acomplete certification isone where the form is
fully executed and the supporting documents are provided asapplicable, 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 pfthe Articles of
|ncwrporat|mn,Declara¢imns/Covenants/Restricdons, 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)
ofthe wastewater collection system extension. Final record drawings should be, clear un the plans or on
digital media (CD or DVDdisk) and are defined asthe design drawings that are marked mporannotated
with after construction information and show required buffers, separation distances, material changes,
etc
b� one copy ufthe supporting pump station design calculations (selected pumps, systemcurve, operating
point, buoyancy calculations, avaiiab|e storage if portable generator(s) orstorage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
Changes cothe project that donot result innon-compliance with this permit, regulations, ortheMinimum
Design Criteria should beclearly identified on the record drawings, on the certification |nthe space
provided, orimwritten 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 596 or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications o/ variances to the Minimum Design
Criteria will be reviewed on acasm-by-casebasis and each on its own mneric 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.
@. Ampy ofthe construction record drawings shall bemaintained on file by the Permittee for the life of the
wastewater collection faciRies,
9. Failure toabide by the conditions and limitations contained bnthis permit; 15AmCA[ZT|the Division's Gravity
---- Scvc-r(DasignCriteria adopted February 1Z,1996vsapplicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June l, 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,

I
•
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: Steele Creek (1997) Limited Partnership Permit No, WQ0037057
Project: Steele Creek Retail Center Issue Date: 05/01/14
Complete and submit this form to the permitissuing 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
1,, 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, Ti le
Signature
ENGINEER'S CERTIFICATION
Date
EJ Partial LJ Final
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (LJ periodically, El weekly, EJ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date;
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
Permit No. CC--Q ao 37a 57
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this ! S } day of
, 2014 by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and Steele Creek
(1997) Limited Partnership, 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 Steele Creek Retail
Center (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-215.1
to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Steele Creek Retail Center Association (hereinafter Association), a non-profit corporation
organized and existing under and by the virtue of the laws of the State of North Carolina, for the purpose,
among others, of handling the property, affairs and business of the Development; of operating, maintaining,
re -constructing and repairing the common elements of the lands and improvements subject to unit ownership,
including the Disposal System; and of collecting dues and assessments to provide funds for such operation,
maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto,
the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and
maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of the
Division of Water Resources has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit 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.

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.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 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 Slate 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
Thomas A. Reeder, Director
Division of Water Resources
(Date)
5,-412.0/
Steele Creek (1997) Limited Partnership
Name of DEVELOPER
By.
('it. attire)
Larry Estridge. General Counsel
Print Name and Title
41
(Date)

0
2
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerfPerrnttee:
la, Steele Creek (1997) Limited Partnership
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Larry Estridge, General Counsel
Signing Official Name and Title (Please review 15A NCAC 2T0
lc, The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality ❑ State/County
ld, 6100 Fairview Road, Suite 640
Mailing Address
if, North. Carolina
Application Number:
(to be completed by DWR)
6 (b) for authorized signing o cials)
Private Partnership 0 Corporation
1 e. Charlotte
State
1 h, 704-342-9039
Telephone
2. Project (Facility) Informati+nta.
2a. Steele Creek Retail Center
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Kris Rowe, PE
Facsimile
Other (specify):
City
1 g28210
Zip Code
lestridge@wcsrcom
E-mail
2b. Mecklenburg
County Where Project is
ocated
Name and Affiliation of Someone Who Can Answer Questi
3b. 704-333-0325
Phone Number
Project is ❑ New
Modifia anon (of an existing permit
Owner is ❑ Public (skip to Item B(3))
® Priv
ns About this Application
3c. krowe [e-mail]
E-mail
If Modification, Permft No.:
e (go to Item 2(a))
2a, if private, applicant will be
0 Retaining Ownership (Lestore, church, single office, etc,) or
0 Leasing units (lots, townhomes, etc, - skip to item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte-Mecklenbur Utilit Cie ariment
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
( Homeowner Assoc./Developer (Instruction E)
0 Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, McAlpine Creek Wastewater Treatment Plant 4b. NC0024970
Name of WWTF WWTF Permit No,
C 5a. Charlotte -Mecklenburg Utility 5b, 8"
Owner of Downstream Sewer Receiving Sewer Size
LL
Z 6. The origin of this wastewater is (check all that apply):
El Residential Subdivision
Apartments/Condominiums
El Mobile Home Park
❑ School
0 Restaurant
0 Office
Gravity
Force Main
Retail (Stores, shopping centers)
Institution
El Hospital
Church
Nursing Home
0 Other (specify):
7, Volume of wastewater to be allocated or permitted for this particular project: 16,775
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why
ntrears Sewer (Instruction F)
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
© 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,
El Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCACO2T ,03O3 to determine if a permit is required)
FTA 08-I: APPI_.1CA"l" ON Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 1;5A NCAC 2T .0114 fear
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)..
27,500 sf x 130 gpol1,000 sf = 3,575 gpd
110 room hotel x 120 gpolroom = 13,200 gpd
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 1,180
New Gravity or Additional
Force Main
New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
a Pump Station Location ID: (self chosen - as shown on plans/map for reference)
"-' Longitude: Latitude:
Z
0
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator WATS;
2 - portable generator wfMTS
Force Main Size Force Main Length
0
IL.
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow OpPoint Power Reliability Option
(MGD) GPM QTDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wfMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
© Yes ►1t, No If Yes, permit number of 2nd treatment facility
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the tvliniq um Design Criterl for the Permif Pump Stations and Force Mains
(latest version), the Gravity, Sewer Minlrrurr: DesignCriteria(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
PTA 08-13 APPLICATION
Pa e5 of 6

4. Have the following permit certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes D No ❑ N/A
Sedimentation and Erosion Control Pian? IN Yes D No El N/A
Trout Buffer Waiver? (Q Yes © No N/A
Stormwater? LA Yes ID No [1 N/A
15. Does this project include any high priority lines (15A NCAC 02T ,0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six month%
heck if Yes: 0 and provide details:
Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
1, Larry Estridge General Counsel, attest that this application for Steele Creek Retail Center 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, thisapplication
package is subject to being returned as incomplete, .Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215. B, 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 es civil
penalties up to $25, 000 per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF miS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Kristopher W, Rowe, PE ,attest that this application for Steele Creek Retail Center has been reviewed by me and
is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge, l 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 1 + -215. 6B, any person who knowingly makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10, 000 as well as civil penalties up to $25,000 per violation..
Kristopher W, Rowe, PE
Professional Engineer Name
b. LandDesign -,
Engineering Firm
223 North Graham Street
Mailing Address
d, Charlotte
City
704-333-0325
Telephone
NCZf. 28202
State Zip
704 33 3245 i [e-mail]
E-mail
FTA 08-13 APPLICATION
Page 6 of 6

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: LandDesign
Project Name for which flow is being requested: Steele Creek Retail Center
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
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
All flows are in MGD
99.0
9.961
66.785
0.0168
76.746
77.50
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
seaverdam Creek 2.70 1.08
0.07
0.061 0.131 0.949
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

I1I. Certification Statement:
1 p_,cry kCa.r-c certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Offrcikl Signature
Page 2 of 6
z127MI
Date
FTSE 08-13

5/8/13 G©agle Maps
Charlotte Premium Outlets
htlps:/Jmaps.g aggle.comfmaps?N=en&le=UTFB&t1=35.167108; 80.96956&spr 0.014717,0.61929&1=h&z=168vpsrc- 6&ei=MGuKl. MONKgwalftkd)gDv .4p... 1/1

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
onal Engineer Name
Kristapher W. Rowe, PE
LandDesign
Location
I© Name of W►aterbody'
Unnamed Tributary to Beaverdam
Creek
aunty
ittburg
River
Basin
Catawba
aterbody Stream Waterbody
Index No. Classification
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary icrins.
I 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 FOR WSCAS-12/07 ***
FOR : 'SCAS-12/O7
Page 0

March 1 3, 2014
ENGINEER'S REPORT
Steele Creek Retail Center
LDI Project No. 1012348
SEWER SYSTEM APPLICANT:
Steele Creek (1997) Limited Partnership
6100 Fairview Road, Suite 640
Charlotte, NC 28210
DEVELOPER:
Steele Creek (1997) Limited Partnership
6100 Fairview Road, Suite 640
Charlotte, NC 28210
DESCRIPTION:
The site consists of ±15 acres. The property is zoned CC and will consist of
approximately 27,500 square feet of retail space and a 110 room hotel, We are
proposing to install ±1,180 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 16,775 gallons per day. The
demand is based on 27,500 sf retail space at .1.30 gallons per day11.,000 sf and 110
room hotel at 120 gallons per daylroom. 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.
Na '2012w101234800CS4PERM [TTINMPERMV FORAISIPRIVATE SEWERV'1012348-ENGINEE
REPORT WdATER.DOC LAIJDDESkGN. INC.

PR : ,JE ::''
1013218 STEELE CREEK
RETAIL CENTER
1013218
Steele Creek Retail Center
For your review and comment
Kris Rowe
223 North Graham Street
Charlotte, NC 28202
NCDENR - Mooresville
Regional Office
Water Quality Section
610 East. Center Avenue
Mooresville, NC 28115
andDesign, Inc.
TRANSMITTAL OD,
Transmittal
3/27/2014
00008
Overnight
krowenddesign.com 704-333-032
noneinone.com
704-663-1699
Enclosed is a fast -track application submittal package for the Steele Creek
Retail Center located in the City of Charlotte, Mecklenburg County. Please
feel free to contact me if you have any questions,
Sincerely,
Kris Rowe
DATED
Fast -Track Sumittal Packages,
Check in the amount of $480.00 (#2103)

North Carolina Secretary of State Page 1 of 1
•
n
Account Login Register
c�n11 3ro]Iiia
SPAR I 'NT OF THE
Secretary SECRETARY OF STAV--
PO Fox 29 22 C, Icit#t. NC 27hi264i?2. 019p. 7-2,IM
• Date: 3/31/2014
Click here to:
View Document Filings
PC, PLLC, LP and Non -Profit entities are not required to file annual reports.
Corporation Names
Name Name Type
NC STEELE CREEK (1997) LIMITED LEGAL
PARTNERSHIP
Limited Partnerships Information
SOSID: 1368995
Status: Current -Active
Effective Date: 5/13/1997
Dissolution Date:
Citizenship: FOREIGN
State of Inc.: DE
Duration: PERPETUAL
Registered Agent
Agent Name:
Office Address:
CT CORPORATION SYSTEM
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Mailing Address: 150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Principal Office
Office Address: 6100 FAIRVIEW ROAD, SUITE 640
CHARLOTTE NC 28210
Mailing Address: 6100 FAIRVIEW ROAD, SUITE 640
CHARLOTTE NC 28210
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2656
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=10483399 3/31/2014

•
Central Files: APS SWP
5/1/2014
Permit Number WQ0037057 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Version Permit Classification
1.00 Individual
Primary Reviewer Permit Contact Affiliation
james.bealre
Coastal SWRuIe
Permitted Flow
16,775
Facility
Facility Name
Steele Creek Retail Center
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Steele Creek 1997 Limited Partnership
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Larry Estridge
6100 Fairview Rd
Charlotte
NC 28210
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/1/2014 3/28/2014 5/1/2014 5/1/2014
Regulated Activities Requested /Received Events
Retail
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class 5ubbasln

RECEIVEQN Srvl21 '0111
FAST TRACK ENGINEERING CERTIFICATION
Permittee: Steele Creek (1997) Limited Partnership
Project: Steele Creek Retail Center
WORDS
ORESVILLE REGIONAL OFFICE
Permit No. WQ0037057
Issue Date: 46/01/14
Cornplete and submit INs 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 (GO 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 ere required for env chanties resuttlna in non-compliance with tihis. Permit regulations qr
minimum design criteria, Modific iQn>E should be eubmittedpri9r to certification.
This project shall not be considered comprete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, It is hlahly recommendeddiet this certification
be sent in a manner that Pr1?yides Proof of receipt by the Dlvislgn.
PERM ITTEE'3 CERTIFICATION
1, Larry Estridge 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,
Larry Estridge, General Counsel
Printed Name, Title Signet
R $ CERTIFtCAfl N
Krisl*o her ",, Rowe Partial [$� Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe { periodically, 0 weekly, © full time) the construction of the subject project
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, 199, 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
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGiCNVAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
M©ORESVILLE, 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

1012348 STEELE CREEK
MAJOR INFRASTRUCTURE
1012348
Steele Creek Retail Center Final
Sewer Certification
For your use
Kris Rowe
223 North Graham Stree'
Charlotte, NC 28202
NCDENR Division Of
Water Resources
Mooresville Regional
Office
610 East Center Avenue
Suite 301
Mooresville, NC 28115
LandDesign, Inc,
ROS
00 VIE REGIONAL AFIRE
40/201
00024
Overnight
krovwerlarddesign.corri
Enclosed is the final sewer certification for Steele Creek Retail Cent
( 37O o Feel free to contact me if you have any questions,
Sincerely,
Kris Rowe, PE
Steele Creek Retail Center Final SeSewer Certification