WQ0039899_Application_20180614

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
IY'b
RECEIVEDINCDENRIDWR
APR 03'018
WOROS
MOORESVILLE REGIONAL OFFICE
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 233,235
GPD.
This package includes the information listed below in order to permit the project described above for a
private sewer main extension.
• Sewer FTA/FTSE Applications
• Application Fee ($480)
• Utility/Private Sewer Extension Plans
• Vicinity Maps
• (Project to follow Charlotte Water Specifications)
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer: Michael A. Theberge

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources OD
C , FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: D35 'J (to be completed by nwR)
All items must, be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: CK Multifamily Acquisitions, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: _ per 15A NCAC 02T .0106(b) R. David Haggart RECENED/NCDENR/DWR
Title: Vice President
APft U 3 ?_016
4. Applicant's mailing address: 301 South College Street Suite 2800
City: Charlotte State: NC Zip: 28202- WOROS
MOORESVILLE REGIONAL OFFICE
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
I. Project name: Apex SouthPark Mixed Use Development
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.151030' Longitude: -80.826452°
5. Parcel ID (if applicable): 18313108
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael Theberge License Number: 043610
Firm: Bohler En ing eering NC. PLLC
Mailing address: 1927. S. Tryon Street
City: Charlotte State: NC Zip: 28203
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name; McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NCO024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

VJDA400FNR1DWR
JUN 14 2018
VI. GENERAL REQUIREMENTS WOROS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public CJW0A AV14A1RKWNl %WAft9ched?
❑ Yes ❑No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
N Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
N Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned N Retail (stores, centers, malls) ❑ Car Wash
N Residential Leased N Retail with food preparation/service N Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities N Swimming Pool /Clubhouse
® Food and drink facilities N Church ® Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T.0 103(20))
L---* Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T,01 14(f)? ❑ Yes N No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f)
Daily Design Flow'"
No. of Units
Flow
*See attached Calculations
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Tata!
222,935 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 222.935 GPD (per 15A NCAC 02T .0l 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02T.0,305& iylD(' Gravih Selrcrsj:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 1,003 PVC
➢ Section lI & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ 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 MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & Ni DC 11'tmm Stations/Force Naiad:
COMPLETE FOR EACH PUMP STATION INCLUDED 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 (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 5A NCA( ll?.I..0305 h)(13:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13)_
➢ Required for 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
91
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
➢ It shall be demonstrated to the Division that the portable source is owned 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 stations storage
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: FTA 04-I6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 &I SA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in UA NC'/\('_0111 0',05(l)6L (L
➢ 15A NCAC 02T.0305(f) contains ntininnmh separations that shall be orovided for sewer systenhs:
® Yes [:]No
Setback Parameter*
➢
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched benches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS -I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -1 or WS -V), B, SA, ORW, HQW, or SB frmn normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
15A N( AU 02 1_.010( c) contains alternatives where separations in 0_'J'.03051Q cannot be achieved.
**Stream classifications can be identified using the Division's NC Sol I[ICC Water Cla„iIW,ltions hv_bo,lg_
➢ If noncompliance with 1/211305 f o>Aa. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
See the Division's draft separation requirements for situations where separation cannot be meet
�0 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 project comply with setbacks found in the river basin rules per 15,1 NCA(' 0?f3.0'_00:' ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per II �A N('A(2R.0_101
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the -101 & liullii Permiuioa Branch
5. Does project comply with 1 SA NCAC 02 1-.0105(C 6) (additional permits/certifications)? ®Yes ❑ No
Per I S 1 N( AC 0121­.010S(1(b , 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, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per I SA N('AC 0_'1_0-101', "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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittingof f Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, 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 supportine documents
2. Professional Engineer's Certification:
attest that this application for
name from Application Item I11.1.)
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. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (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 I 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 143-215.613, 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 .0106(b):
I,
1I ce— (pros I d e -k+
& title from Application
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. I 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: 6-0— -)Date: 3 9 a t'r'
FORM: FTA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA I , / `,
COUNTY OF MECKLENBURG Permit No. W Q0t)3'wg
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
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 corporation/general partnership registered/lioensed 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 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.
5. 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:
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 andlaw.
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.
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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 mayrequire 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 apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Interim Director, Division of Water Resources
(Date)
DEVELOPER:
Apex SouthPark SPE, LLC
By: Apex SouthPark JV, LLC, its Manager
By: CK Apex South Park, LLC, its Authorized Memb
By: Childress Klein Properties, Inc., its Manager
By:_
R. David Haggart, Vi esident
I l Q'
(Date) l�o
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CHARLOTTE
W()T E R
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
RECENEO/NCOENRrOWR
ManRE WORDS
SVILLE REGIONAL OFFICE
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 gpd/unit; 5,200 ft' fitness center x
50 gpd/100 ft'; 7,400 ft' brewery using 6,500 gpd; 1,450 restaurant seats x40 gpd/seat; 40,000 ft' retail
space x 100 gpd/1,000 ft'; 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 ft' retail x 100 gpd/1,000 ft', 275 restaurant seats x 40 gpd/seat; CK Operated: 175
restaurant seats x 40 gpd/seat; 3,850 ft' retail space x 100 gpd/1,000 ft') 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 (CLTWater) 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 ID # 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 CLTWater 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
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 28216 charlottewater.org
16 Operated by the City of Charlotte

$WCEIVED/NCDENR/DWR
JUN 14 2.018
State of North Carolina
R WOROS Department of Environmental Quality
MOORESVILLE REGIONAL OFFICE Division of Water Resources
DWLs',
wo
lon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Childress Klein Properties, Inc.
Project Name for which flow is being requested: APEX South Park Mixed Use Development
More than one FTSE may be rewired for a single project if the owner of the IP JVTP is not responsible for all pump
stations along the Croute of the proposed wasteivaterflow.
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
b. WWTP Facility Permit #: NC0024970, NC0024945, NCO024937
Ail flows are in MGD
C. WWTP facility's permitted flow 99.000
d. Estimated obligated flow not yet tributary to the WWTP 11.251
e. WWTP facility's actual avg. flow 65.008
f. Total flow for this specific request 0.223
g. Total actual and obligated flows to the facility 76.482
h. Percent of permitted flow used 77.3%
11. 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) NIGD MGD MGD MGD Flow Capacity***
* 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.
Downstream Facility Name (Sewer): Coltsgate Road Improvements (1992)
Downstream Permit Number: WQ00061
Page I of 2
FTSE 04-16

RECEIVED/NCDENR/DWR
JUN 14 2018
111. Certification Statement: WOROs
Keri Cantrell MOORESVILLEREOION OFFICE
I certify to the best of my knowledge that the addition o
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 Q
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
.Signing Official .Signature
KA',G3Ca...—t 5/21/2018
Date
Page 2 of 2
FTSE Oa -16

North Carolina Secretary of State Search Results
Page 1 of 2
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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
301 S. College Street, Suite 2800
Charlotte, NC 28202-6033
Reg Mailing
301 S. College Street, Suite 3500
Charlotte, NC 28202-6050
Company Officials
Principal Office
301 S. College Street, Suite 2800
Charlotte, NC 28202-6033
Reg Office
301 S. College Street, Suite 3500
Charlotte, NC 28202-6050
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.sosne.gov/online_services/search/Business_Registration_Results 4/3/2018

North Carolina Secretary of State Search Results Page 2 of 2
Member
Fred W Klein , III
301 S. College Street, Suite 2800
Charlotte NC 28202
https://www.sosnc.gov/online_services/search/Business_Registration_Results 4/3/2018