WQ0043659_Application (FTSE)_20220809

y
July 27, 2022
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
RECEIVED/NCDEQ/DWI
AUG - 4 2022
WQROS
MOORESVILLE REGIONAL OFFICE
RE: Kairoi Clanton — Fast Track Sewer System Extension Application
To whom it may concern,
The referenced project, "Kairoi Clanton" is a multifamily and single-family development located at 515
Clanton Road, Charlotte, NC 28217. The development consists of a 357-unit multifamily building and 47
townhome lots.
The new development will be served by a private sewer that will tie into an existing Charlotte Water 8"
sewer main running along the project site on Blairhill Road and Waffle House Drive.
The following documents are enclosed:
• Application
• $480 check
• Flow Tracking/Acceptance Form (Charlotte Water)
• Capacity Assurance (Charlotte Water)
• Site Maps (Aerial and Topographic)
• Clanton Road Holdings LP, C/O Kairoi Properties, LLC NC Business License
Should you have any questions or concerns regarding the enclosed submittal package, please feel free to
contact me directly at [phone], or via email at [e-mail].
Sincerely,
KIMLEY HORN AND ASSOCIATES, INC.
Jordan Rosenfeld, P.E.
Kimley-Horn and Associates, Inc.
200 South Tryon Street, Suite 200
Charlotte, NC 28202
Direct: [phone]
Mobile: [phone]
[e-mail]
re± r com
2001641101170701Street Sun200, Ch rlot
C 28202
14�333�5131

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
RE(
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
IVED/NODE®/DWR
1. Applicant's name: Clanton Road Holdings, LP (company, municipality, HOA, utility, etc.EVIl. REG QNgL OFFFI
2. Applicant type: ❑ Individual ❑ Corporation ® General Partnership ❑ Privately -Owned Public ut1it'
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Daniel W. Zunker
Title: General Partner
4. Applicant's mailing address: 711 Navarro Street, Suite 400
City: San Antonio State: TX Zip: 78205-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
per 15A NCAC 02T .0106(b)
II. PROJECT INFORMATION:
1. Project name: Kairoi Clanton
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.196° Longitude: -80.881 °
5. Parcel ID (if applicable): 145-133-04 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jordan Rosenfeld License Number: 054439
Firm: Kimley-Horn
Mailing address: 200 South Tryon Street, Suite 200
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: jordan.rosenfeld(E Kimley-Horn.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ 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?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
Residential (Individually Owned) ❑ Retail (stores, centers, malls)
® Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Multi -Family Residential
135 gal/unit
357
48,195 GPD
Single -Family Residential
190 gal/household
47
8,930 GPD
Pool
10 gal/person
400
4,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
61,125 GPD
a See 15A NCAC 02T .0114(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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 61,125 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
657
PVC
8
320
DI
> Section II & 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
> 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer system
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 H impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No ® N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No N/A
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
> 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Jordan H. Rosenfeld , attest that this application for Kairoi Clanton
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II. I )
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,
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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NO01.51d.tr/0)),
North Carolina Professional Engineer's seal, signature, and date: �OQ �s,SSI0�� '
2•4. SEAS- r•
4 054435 o
vO�Oq • INjO..4(41
MO
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, • '1rsiK.0 , attest that this application for
(Signature Authority Name from Application Item I.3.)
�J3J2Plt
(Project Name from Application Item 11.1)
attest that this application 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:
Date: y
f�
FORM: FTA 06-21
Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Kimley-Horn
Project Name for which flow is being requested: Kairoi Clanton (Residential)
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.
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, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 14.688
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
65.767
0.061125
80.455
81.3%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Clanton Road
Downstream Permit Number: Unknown
Page 1 of 2
FTSE 10-18

III. Certification Statement:
Keri Cantrell 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 noinial 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
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Digitally signed by Keri Cantrell
Date: 2022.07.19 10:27:11 -04'00' 7/19/2022
Adobe Acrobat version: 2022.001.20117
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 2
FTSE 10-18

CHARLOTTE
June 27, 2022
Mr. Jordan Rosenfeld
Kimley-Horn
200 South Tryon Street
Suite 200
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
KAIROI CLANTON
515 CLANTON ROAD, CHARLOTTE, NC 28217
CLTWATER TRACKING# 20223976
After an analysis of the sanitary sewer associated with the proposed design of project, 20223976,
KAIROI CLANTON, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 61,125 gallons per day (357 units x 135 gpd/unit; 47 units x 190 gpdlunit; 400
people x 10 gpd/person) at the connection point(s) indicated on the submitted utility plan for
transmission to the Irwin Creek Wastewater Treatment Plant; NPDES permit number NC0024945,
for treatment. This acceptance of flow is based upon the existing capacity of the designated publicly
owned treatments works. Please see attached NCDEQ-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 system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater 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, construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance Letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
w,uerwt.o- Avvzo-la•
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
P: 704-432-5801 / charlottewater.orq
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

AERIAL MAP
KAIROI CLANTON SITE
AUGUST 2021
Kimley») Horn
NC LICENSE MF-0102 ©202/
20D SOUTH TRYON STREET, SURE 200
CHARLOTTE, NORTH CPROLINA28202
PHONE[phone]
THIS DOCUMENT. 1t tTHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT CF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF
AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION SY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UABIUTY TO KIMLEY-HORN AND ASSOCIATES, INC.

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SOSID: 2433014
Date Filed: 6/10/2022 11:39:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2022 153 01803
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
AS A FOREIGN LIMITED PARTNERSHIP
Pursuant to §59-902 of the General Statutes of North Carolina, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of Authority to
transact business in this State.
1. The name of the foreign limited partnership is: Clanton Road Holdings, LP
2. If the name of the foreign limited partnership is unavailable for use in the State of North Carolina, the name the
limited partnership wishes to use is:
(The name must contain the words "Limited Partnership," or the abbreviation "L.P." or "LP," or the combination
"Ltd. Partnership".)
3. The jurisdiction in which the limited partnership was formed is Texas
and the date of formation was April 11, 2022 The limited partnership's period of duration is
perpetual
4. The street address of the principal office is:
711 Navarro Street, Suite 400
Number and Street:
San Antonio TX 78205 Bexar
City: State: Zip Code: County:
The mailing address, if different from the street address, of the principal office:
Telephone:
Number and Street:
City: State: Zip Code: County:
5. Name of Registered Agent: C T Corporation System
6. Address of Registered Agent's Office:
160 Mine Lake Ct., Ste. 200
Number and Street:
Raleigh 27615-6417 Wake
City: State: NC Zip Code: _ County:
The mailing address, if different from the street address, of the registered office:
Number and Street:
City: State: NC Zip Code: _ County:
NOTES:
Filing fee is $50. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised August, 2017)
4C046 - t ti9/2017 Wolters Kluwer Online
P.O.BOX 29622
Page 1
RALEIGH, NC 27626-06222
Form. LP-04

7. In consideration of the issuance of a Certificate of Authority to transact business in North Carolina, the limited
partnership appoints the Secretary of State of North Carolina as the agent to receive service of process, notice or
demand, whenever the foreign limited partnership fails to appoint or maintain a registered agent in this State, or
whenever such registered agent cannot with reasonable diligence be found at the registered office.
8. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided at no charge when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is being offered, please see the instructions for this document.
9. Enter the name and address of each general partner: (attach additional sheets if necessary)
Name KDP GP LLC Name
Street/No. 711 Navarro Street, Suite 400 _ Street/NO.
City San Antonio City
Texas 78205 State/Zip
— _ — —
10. Limited Partners (select 1 or 2, as appropriate)
El Attached is a list of the names and addresses of all limited partners (include full name/street
address/city/state/zip code/county); or
❑ The location of the office where list of the names and addresses of the limited partners and their capital
contributions will be kept as long as the limited partnership transacts business in North Carolina is:
Number and Street:
City: State: Zip Code: County:
11. (Select one)
IJ The foreign limited partnership is a foreign limited liability limited partnership.
0 The foreign limited partnership is not a foreign limited liability limited partnership.
12. This registration will be effective upon filing, unless a future date and/or time is specified:
NOTES:
Filing fee is 550. This document must be filed with the Secretary of State.
Daniel W. Linker
Typed or printed name
Signature
Authorized Representative for KDP GP LLC,
Title
Its General Partner
BUSINESS REGISTRATION DIVISION
(Revised August, 2017)
NC046 1I/9/2017 Wolters Kluwer Online
P.O.BOX 29622
Page 2
RALEIGH, NC 27626-06222
Form LP-04

Attachment - Limited Partners
Clanton Road Holdings, LP
Entity Name
Name of Limited Partner
Address
(include street address, city, state zip and county)
PBVI — Clanton Road Holdings, LP a
Texas limited partnership
3800 North Lamar Blvd., Suite 350
Austin, Texas 78756
KDP Clanton Road Holdings, LP, a
Delaware limited partnership
c/o Kairol Residential
711 Navarro Street, Suite 400
San Antonio, TX 78205
KDP Clanton Road Promote, LP, a
Delaware limited partnership
c/o Kairol Residential
711 Navarro Street, Suite 400
San Antonio, TX 78205