WQ0039899_Regional Office Historical File Pre 2018

FILE COPY
Water Resources
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Environmental Quality Interim Director
June 14, 2018
Mr. R. David Haggart, Vice President
CK Multifamily Acquisitions, LLC
301 South College Street, Suite 2800
Charlotte, NC 28202
Subject: Permit No. WQ0039899
CK Multifamily Acquisitions, LLC
Apex South Park Mixed Use Development
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Haggart:
In accordance with your application received April 3, 2018 and additional information received June 14,
2018, we are forwarding herewith Permit No. WQ0039899 dated June 14, 2018, to CK Multifamily
Acquisitions, LLC (Permittee) for the construction and operation upon certification 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 shall
be considered a part ofthis permit and is therefore incorporated therein by reference.
Please pay.particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individualsystem-wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed- project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes; and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
��'`Ngthing Cotnpart��c...�..
State of North Carolina 1 Environmental Quality € Water Resources 1 Water Quality Retdonal Operations
Mooresville Regional Office l 610 East Center Avenue, Suite 301 i Mooresville. North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
COE cuSigned by:
91C2A007B38943E...
For
byW. Corey Basinger, Regional Supervisor
Water Quality Regional. Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ.
cc: Michael Theberge, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
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
CK Multifamily Acquisitions, LLC
Mecklenburg County
for the construction and operation of approximately 1,003 linear feet of 8-inch gravity sewer as part of
the Apex South Park Mixed Use Development project, and the discharge of 222,935 gallons per day of
collected domestic/commercial wastewater into the Charlotte Water existing sewerage system, pursuant
to the application received April 3, 2018 and additional information received June 14, 2018, 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 Environmental Quality 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.
DocuS€gned by: r //
Fo r
1.,,v0078,..,,,E
byW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039899
Permit issued: June 14, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
CK Multifamily Acquisitions, LLC is hereby authorized to:
Construct, and then operate a on certificat'ion the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
Permitting of this project does 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, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 222,935 gallons per day, shall be made tributary
to the subject sewer system until an application for permit modification for an increase in flow has
been submitted to and approved by the Division, [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between CK Multifamily Acquisitions, LLC
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)j
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §1.43-21.5.6A to §143-2.15,6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.01151
II. STANDARD CONDITIONS
1. This permit is not 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
4

supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 027.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 27; 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 unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit -is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
5

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,
Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. 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, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur, Part 11 of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.

A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be 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 applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
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. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. 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
7

Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)I
11, 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,
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies, G.S. 143-
215.1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMfTTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
CK Multifamily Acquisitions, LLC
WQ0039899
Apex South Park Mixed Use Development
June 14, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (n periodically, 1-7weekly, I full time) the construction of the
project name and location as referenced above for the above 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 Resources' (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 w/signature & date:
Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State afNotth Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301' Mooresville, North Carolina 28115
704 663 1699

STATE, OF NORTH CAROLINA
COUNTY OF MECKLENBURG Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this
day of
>e\e , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Apex SouthPark SPE, LLC , a corporationigeneral 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 beknown
as Apex SouthPark mixed use development (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.
The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) N/A (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 andrepair,
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:
I. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water 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.
rt1,1-1 A . r-Nr3 I 1 11

4. The DEVELOPER shall provide in the Declaration and Association By-laws 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..
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System. will
be maintained out of the comm.on 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 conunon expenses.
Such fund shall be separate front the routine maintenance ;Rinds 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 rnayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would he 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 apennit.
9. The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit. issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System,
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
,Association.
IN WITNESS WHEREOF', this agreern.ent 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
MA1'hkGEMJNT COMMISSION
Linda Culpepper
Inter itn Director, Division Water Resources
(Date)
(Date
DEVELOPER:
Apex SouthPark SPE, LLC
By: Apex SouthPark JV, LLC, its Manager
By: CK Apex SouthPark, LLC, its Authorized Memb
By: Childre Klein Properties, Inc., its Manager
By:
R. David Haggart, Vi n
reNn +1. t's VI 7 1 1 1

Fast Track Sewer Extension Cover Letter
Project: Apex SouthPark Mixed Use Development
4411 Sharon Road
City of Charlotte
Mecklenburg County, NC
Project #: NCC162081
Date: April 2, 2018
As part of the Fast Track Sewer Application for the Apex SouthPark Mixed Use Development project, it
is required that a Cover Letter accompany the application.
This project will include the construction of a mixed -use development within the City of Charlotte, NC.
This development will include two residential towers with retail uses, a hotel, and a church with retail
uses. The proposed private sanitary sewer system will tie-in to an existing sanitary sewer system to the
south of the project with a private main extension. The required flow allocation for this project is 233,2
GPD,
This package includes the information listed below in order to permit the project described ab
private sewer main extension,
• Sewer FTA./FTSE Applications
• Application Fee ($480)
• Utility/Private Sewer Extension Plans
• Vicinity Maps
• (Project to Ballow Charlotte Water Speci
Please feel free to contact this office at 980-272-3400 il`you have any questions or need furthe
clarifications,
Profess* Engineer: Michael A. T`he'berge
v

of North Carolina
Department ofEnvironmental Quality
Division of Water Resources.
I ;A N'C.rtC 02T .0300 — FAST TRACK SEVER SYSTEM EXTENSION APPLICATION
Pr'.=1. 04-16 & SUPPORTING DOCUMENTATION
TION
Application Number:
to be coniplet.' i by taWR)
All items must be completed ©r the aaplication will be returned
APPLICANT INFORMATION:
1. Applicant's name: C.:L. Multifatnim c uisitiuns, I.LC (company, municipality, I1OA, utility, etc.)
Applicant type. LJ Individual Corporation 0 (General Partnership fl Privately -Owned Public Uto.li
Q Federal ❑ State/County ❑ Municipal Other
3. Signature authority's name: _._ per.l5A NCB\C 02T .0106(b) FEW David Hagg&rt
Title: Vice President
4. Applicant's mailing address: 301 South College Street, Suite 28t70,
City: C:'harlotte State: NC Zip: 28202
5. Applicant's contact information:
Phone number: (7Q4) 342-9000 [mail Address: stove hoot ct ch0ctr sskleir&.co9'
I1. PROJECT INFORMATION;
I. Project name: Apex SouthPark l Tpeed Use DeveInpnietft
2, Application/Project status; Proposed (New Permit) E, Existing Perniit/Projcct
If a modification, provide the existing pc unit number: WQOOand issued date:
If new construction but part of a master plan, provide the existing permit number; WQOO
County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees). Latitude; 35,1511030' Longitude. -80682E+452`'
5, Parcel ID (it -applicable): 183131 08
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer: Michael Theher'ge License Number: 043(i10
Firm: Kohler Engine ng NC, PL.I.0
Mailing address: 1927 S. 'Tryon Street
City: Charlotte State: NC lip: 28203w.
Phone number: (980) 272-340C)
IV. WASTEWATER TREATMENT FA
1. Facility, Name, 1blcA[pine Creek, Irwin
[mail Address: ttot'lttbcr eg hoh lercng.cot1
Owner Name: Charlotte, Water
ORMA"1`ION:
eck Pcnnit Number: NC0024970, NC'( 24945 N'Olt)249 37
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W` VTF):
I. Penn'it Nutnber(s): 1VVQ
r stern Wide Collection SystetT1 Permit1 umbcrfs1(ifapplicable): 11=QC:'S
Owner Name(s):
Downstream (Receiving) Sewer Size:
'hA 04-16
Page I of 5

Car Wash
Hotel and="`or Nlotels
Swimming Pool :'Clubhouse
Swimming Pool/Filter Backwash
[] Other (Explain in Attachment)
s
VC. GENERAL REQUIREMENTS
lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Cc
Li Yes EjNio ❑NiA
6.
if the Applicant is a f)eueloper of lots to be sold
If the Applicant is a HomefPnperty {owner " s
Origin of wastewater: (check all that apply):
L Residential Owned
Residential Leased
School / preschool/ day care
Food and drink facilities
Businesses,/ offices / factories
hed?
has a I.))eveloper'c C reratoonal" reemem (FORM: D'I V ( been attached?
Yes ONo [JNtA
ciatdt,uhas an Operational AAgrea went (lC:)R\=1. FlOA) been attached?
lsl:`A
Retail (stores, centers, ma)ls)
Retail with fund preparation/service
Medical ' dental ,` veterin.ary facilities
7'hurch
sing Horne
Nature of°wastewater : 100 94) Domesticr`Cornmercial
'1/4 industrial (See 15.A
Co
(20))
there a Pretreatment Program in effect'
a flow reduction been approved under I5,A NCAC
11 ) 4jf) p> [' Yes
if vest provide a copy of flow reduction approval lei per
J. Summarize wastewater generated by project:
blishment Type (see 02'1 .0I 1. (12)
e attached. Calculations
Daily Design Flow
a See A. NCAC 02T ..0l1 1 $e)(11 a'ndLe)(2) for caveats to wastewater design flow rates (i.e., tninimi.rrn flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public u.se areas;
and resid.ent'ial. property, located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in OS, 42A-4),
b Per I5A NCAC 02T .01 I4(cl. design flow rates far establishrnetats not identified [in table 15A of (02T,01 1-U shall be
determined using available flow data, water using 'fixtures, occupancy or operation patterns, and other measured data,
astew'atergenerated by project: 222,935 CPD (per 0 1 0114)
Do not include future flows or previously permitted allocations
If permitted fl.owis zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent .e. 'Is that connect to this line
❑ Flow has already been allocated in Permit Number:
Rehabilitation or replacement of'exi ting sewer with no new .flow. expected
LI Other (Explain):
FORM: FTA 04-I6
Page 2

VIE GRAVITY SEWER DESIGN CRITERIA
plicable) - &
, Summarize gravity sewer to be permitted:
Section 11 & (Attie NIDC for Permitting orGravity Sewers contains information related to design er teri'
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NILDC
VILE. .PUMP STATION DESIGN CRITERIA (If Applicable) — OrtUN & DCIptimp Stations/Force airt9:
COMPLETE FOR EACH PUMP STATIONINCLUDED IN THIS PROJECT
I, Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (tirm eapacity)
4. Operational point(s) of the putup(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
feet total dynamic head (T
Material
6. Power reliability in accordance with 11_03 S±,i,ALKIJ:
Standby power source or pump with automatic activation and telemetry- NCAC 02T .0305(h)(1)(13),
Required tor all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
LI Portable power source with manual activation, quick -connection receptacle and telemetry - 15A. NCAC 02T
.0305(h)(1)(C)
or
0 Portable pumping unit with pluggedemergency pump connection and telemetry - 1 SA 'NCAC 02T ,030.5(h)( 1}(C):
It shall be demonstrated to the Division that the portable source is o\\ ned. or contracted by the applicant (draft agreement)
and is compatible with the station,
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM! (TA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02B .0200 & 15A NCAC 02T .0305(0):
Does the project comply with 1I separations found in ,N(..„"!,-).A1_0111,,_02)(1(iftAllei
15A -NCAC 02T.0305(t) coiflairis mmmumse Jarations that shall be .)r 'ided tbi
Setback Parameter*
Storm sewers and other unit es not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water ma ... *!!- o
ecla
es
vertical - reclaimed over sewer)
Eg Yes ED No
Separation Required.
24 inches
18 inches
10 feet
18 inche.s
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, includmg any wells, WS-1 WaiCTS 1Class 1 or
Class 1.1impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), 13., SA, ORW, HOW, or Sf3 from normal
high water (or tide elevation) and wetlands (see item IX.2)
**.Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building
ndation
Top slope of einbankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
A
lg pools
Final earth grade (vertical)
2 feet
100 feet
50 feet
10 feet
5 feet.
10 feet
10 feet
5 feet
10 feet
36 inches
3AN(,,L.A(„,..:(2'!lft)1Vjw) contains alternatives where separations in (,)(3)HALi cannot be achieved,
**Stream classifications can be identified using the Division's NI ' tl.tLe Fe; R:aE 14 id
Irnoncompliance with (;(„'1()3ttiLlfLoLigh see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes
• See the Division's draft separation requirements for situations where separation cannot be incet
�. No 'variance is required if the alternative design criteria specified is utilized in design and construction
;- As built documents should reference the location of areas effected
3. Does the po., ect comply with setbacks found in the river basin rules per 0' A Ni ' Wit 02)ii(? Z Yes
• This would include Trout Buffered Streams per NilAt,11(3(11,22
4. Dues the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 W ate)" Quality Certifications?
'I.! Information can he obtained from the .401 (K:1 1Famiuniu
No El N/A
-Yes No
N/A
5, Does project comply with I NV,A( 02T.01054c110) (additional permits/certifications)? Z Yes E No
Per J:5A;NLIALQ.,,-.'1,()1(15)1(24, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits erosion and
sedimentation control plans, stormwater management plans, ete,).
6. Does this project include any sewer collection lines that arc deemed "high -priority?"
Per 15A.A1 ,112:11,040?, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
Yes No N/A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Purnp Stations
and F o rce Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes n No
I 1No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
citfie/
(ProfessionaiEngineer's name from Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge, 1 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0 06(b):
• .-Doiv
(Signature Au
ay4 VI. ce_ Pres i‘
's name & title from Application Item L3.
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

47.5- XPAR't'MERT Of LME (M7TER1f3R
t3,5 GU:31.0MA, 9, EY
yy
US Topo
Bata t dd Vat
ttt
CHARLOTTE EAST OtiADRANGLE
rtf ATdu C4G .k.SA M44KLENSVRs CO.
i.eaMU'tlf 5OPE5
n':i kt
CRARL¢STTE EMT, RC
Nva
H4?

SAM
rat t:`Prua° .h s/ Cas:iek Pa
utiad 1 k&�1 Service ( 6,000 sei ft 27n
t F Matt tti��0 70 s v_ (' nm=t;nuxtle
n o 93 gpd
tS`e` �.^t aACl ad
d vI Peak = 325.1
loort.60 M
Apex So thPark Mixed Ilse Development
fax Parcel It): 1$3-177-01, and 183-131-08
1~ ltirr
E1 ara1
its' (P«'d7E'at
40 (1?3C17h^ef' 1
10 Gal/Person
40 ,diSeat
('C).FFN11
l75 G
Gpd
titti
',p'd. perso n
750 0pd
nEteitiEriThiCiDENRIVR
WQ4QS
SVPLt.E RtGPONAL OFFICE

CHARLOTTE
WLTER
May 29, 2018
Mr. Steve Hoots
CK Multifamily Acquisitions, LLC
201 South College St
Suite 2800
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
APEX SOUTH PARK MIXED USE DEVELOPMENT
4411 SHARON ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20171562
ENR/DWR
WOROs
REGIONAL. FFIcE
After analysis of the sanitary sewer associated with the proposed project, APEX South Park Mixed Use
Development, it was determined that there is sufficient capacity to accommodate the proposed sewer flow
of 222,935 gallons per day (APEX Tower 490 apartment units x 135 gpdfunit; 5,200 ft2 fitness center x
50 gpd/100 ft2; 7,400 ft2 brewery using 6,500 gpd; 1,450 restaurant seats x 40 gpd/seat; 40,000 ft2 retail
space x 100 gpd/1,000 ft2; 30 person pool x 10 gpd/person;, Hotel: 175 room hotel x 175 gpd/room; 550
restaurant seats x 40 gpd/seat 310 person spa x 10 gpd/person, Church: 1,150 seat church x 5
gpd/seat; 6,000 ft2 retail x 100 gpd/1,000 ft2, 275 restaurant seats x 40 gpd/seat; CK Operated: 175
restaurant seats x 40 gpd/seat; 3,850 ft2 retail space x 100 gpd/1,000 ft2) at the connection point(s)
indicated on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment
Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the
existing capacity of the designated publicly owned treatments works. Please see attached NC DEQ FTSE
form..
Charlotte Water (CLTVVater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, PWS lD # 0160010 on file with the Public Water Supply Section of NCDEQ. However,
CLTWater cannot guarantee a constant pressure or quality of flow,
The applicant should understand that due to the involvement of other agencies and continuing growth of
the water and sewer system, the ability to provide service for future projects cannot be guaranteed nor
reserved. Connection to the CL.,TWater and sewer system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private water or
sewer systems, as the appropriate local or State permits are required prior to construction, If the
appropriate authorization to construct permits are not obtained and construction has not started within
one (2) years of issuance of this flow acceptance, and payment for an service connections have not
been received within (2) years of issuance of this flow acceptance letter, tf rs flow acceetanc e approval
shall be rescinded and a new flow acceptance request roust be made, if you have any questions, please
do not hesitate to contact me at [phone],
Sincerely,
Barbara Gross/Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 2,8216 chart ottewater.org
aced by the City of Charlotte

kDWR
MOORESVi1
tt
Dei�i of d;
lOtJAL C)FFICartrnenF �l.)i isionEnt
f North Carolina
mental Quality
'ater Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
f ntit " l e.tlttesting Allocation: Childress Klein Properties, Inc.
Project Name vh'ich flow is being requested; APEX South Park Mixed Use Development
;tore than One 11St.. ri► (t° ae° re tdda�.cl )a
t atttaw s along the route rrl'the 1>rtrlut6(1
ponsible jbr all lnnnp
Complete this
a. '_WTP Fac
ion of is if "call tre the owner of -the vastewatc ►A tretttrttent plant.
Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP FaciPermit #: NC0024970. NC0024945, NC0024937
c. ‘Arwyp facilityr°s permitted Clow
d. Estimated obligated flow not vet tributary to the WWTP
e. WWTP P facility's actual ave. flow
t. Dotal Clow for this specitie request
"lotal actual and obligated flows to the. facility
h. Percent of permitted glow used
:4
65.008
in MG
0.223
76.482'
7 7.3 °%J%
Complete this section for each pump station you are responsible for along the route c. €this
proposed wastewater Clow,
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
FA)
Design
Average f)aily.
t 1t eti
(t irrta• pf),
\IGD
* The Firm Capacity of any pump station is def
can be achieved with the largest pump taken out
(C)
Obligated.
Not Yet. Total
Tributary
[)al Floe.
.MG[)
ice.
ll) 24-CI
nomped tl'ow tha
** Design Average Daily Flow is the firm capacity of the pump station divided 1;iv a peaking
factor (p0 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 < Q.
Name
lumber:
Coltsgate Road Improvements (1992)
VV000061

IlEettVErj/V ChEi7R, r3
111 Certification Statement:
Ker• Cantrell MOO SVILLE O EQ°1SON OFFICE
certify` tothe best of my knowledge that the addition o
the volume of wastewater to be pennitted in this project has been evaluated along the route to the
receiving 'wastewater treatment tacilit\ and that the flow from this project is not anticipated to
cause any capacity related sanitary sever 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. 'Phis
analysis has been performed in accordance with local established policies and procedures usint4
the best available data. Phis certification applies to those items listed above in Sections 1 and 11
plus all attached planning assessment addcndums for which 1 am the responsible party,
Signature of this term indicates acceptance of this wastewater Clow,
52'2018
alit!

North Carolina Secretary of State Search Results Page 1 of 2 .
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• Print an Amended a Annual Report form • Print a Pre -Populated Annual Report form
Limited Liability Company
Legal. Name
CK Multifamily Acquisitions, LLC
Information
Sosld: 1209357
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 6/21/2011
Fiscal Month: December
Registered Agent: Johnson, Cyrus M
Addresses
Mailing Principal. Office Reg Office
301 S. College Street, Suite 2800 301 S. College Street, Suite 2800 301 S. College Street, Suite 3500
Charlotte, NC 28202-6033 Charlotte, NC 28202-6033 Charlotte, NC 28202-6050
Reg Mailing
301 S. College Street, Suite 3500
Charlotte, NC 28202-6050
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Member Member
Childress Klein Properties, Inc. Ck Partners #12, LLC Thomas C Coyle
301 S. College St. Suite 2800 301 S. College Street #2800 301 S. College Street, Suite 2800
Charlotte NC 28202 Charlotte NC 28202 Charlotte NC 28202
Member Member Member
Kelly W Dunbar Fred Klein Revocable Trust JDC Holdings, LLC
301 S. College Street, Suite 2800 301 S College Street, Suite 2800 300 Galleria Parkway SE #200
Charlotte NC 28202 Charlotte NC 28202 Atlanta GA 30339
https://www.sosnc.gov/online_services/search/Business_Registration_Results 4/3/2018

I
AST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CK Multifamily Acquisitions, LLC
PERMIT #: WQ0039899
PROJECT: Apex South Park Mixed Use Development
ISSUE DATE: June 14, 2018
RECEIVEDINCDE tR/DWR
v 1 2 20(0
WOROS
SVl11LE REGIOi4A1.. OF
This project shell not be considered complete nor allowed to operate in accordance with Condition 7 of
thus permit until the Division has received this Certification and all required supporting documentation, It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shakil be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, 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,
)11, DAA
PrintedJame, Title
ENGINEER'S CERTIFICATION
I T IC ael eberge_, as a duly registered Professional I~ngrreer in the State of North Carolina,
having been authorized to observe (fJ periodically, [_' weekly, fl Brit tirnej the construction of the
project name and location as referenced above for the above 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 Resources' (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 S/siignature & date:
Final [._.1 Partial tinclude description
Certification Cormments/Qualifiers (tJ cf if necessary):.

pir CERTIFICATION CHECKST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T,0116,
6"it=. EfVV<fbtM�.t?�N1�y�J'
Certifying Engineer, Michael Theberge, Bohler Engineering NC, PLL
Certification Review ©ate:10/30/2020
Project Name: Apex Southpark wcoos
WCtap 39899 Project County: Mecklenburg
1) Has permittee information changed since the permit was issued (or last modified). change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc, Yes X No
If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
)( 1 2 H
Vint RFt IONAL DrFICE
2) Have the as -built drawings have been signed, sealed, and dated by an N,C. PE? X Yes No
3) Final Engineering certification? C Yes fl No
• if Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: X Yes 1 No E N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines,
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches),
5) Adequate information related to pump stations: Yes I I No [X N/A
Ensure power reliability option was selected per 15A NCAC 02T.O3O5(h),
6) Was project construction completed in accordance with ail of the following: Yes No
15A NCAC 02'T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers_ (late
for the Permitting of Pump Stations and Force Mains (latest version)?
X
N/A.
version), and "lp
If not, a variance approval is required in accordance with 15A NCAC 02T,0105(b1, prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents,
7) Does the project contain high priority lines (15A NCAC 02T .0402(2 ? LI Yes (XIS No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T,0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language,
8) Are Permit modifications required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? Yes X No
If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation,
NC DWR— Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: ('704) 663-1699 FAX: (704)•633-6040