WQ0043695_Application (FTSE)_20220830

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
LandDesign.
CREATING PLACES
THAT MATTER.
April 29, 2022
ENGINEER'S REPORT
6500 South Blvd.
LDI Project No. 1020338
SEWER SYSTEM APPLICANT:
TAC Harrelson Ford, LLC
2100 Powers Ferry Road SE, Suite 350
Atlanta, GA 30339
DEVELOPER:
TAC Harrelson Ford, LLC
2100 Powers Ferry Road SE, Suite 350
Atlanta, GA 30339
DESCRIPTION:
RECEIVED/NCDEQ/Q
AUG 1 8 2022
S
MOORESVILLE REGIONAL OFFICE
6500 South Blvd. is a 10.58-acre property located west of South Boulevard. The property is zoned TOD-NC
and will consist of 185 single-family attached townhomes all of which will be on the private system. This
application is proposing 2,246.2 LF 6" PVC and 581.3 LF 6" DIP. Flows from the project will be sent to the
McAlpine Creek Wastewater Treatment Plant (NPDES permit number NC0024970.)
SEWER SYSTEM IMPROVEMENTS:
The approved demand for this project will be approximately 35,150 gallons per day per CLT Water flow
acceptance letter #20218886 for 185 townhome units at 190 gallons per day/unit. The private system
demand is based on:
-185 townhome units at 190 gallons per day/unit.
New mains are expected to have a minimum 50-year service life. The system will be constructed by the
Developer per Charlotte Water Standards and Specifications and services will be billed by the City of
Charlotte in accordance with their standard rate schedule.
LandDesign inc.
Jeremy (card, P.E
LANDDESIGN.COM
223 N. GRAHAM STREET • CHARLOTTE, NC 28202 • 704.333.0325
CHARLOTTE • WASHINGTON D.C. • DALLAS • ORLANDO • SAN FRANCISCO • BOULDER

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: " �'-1 (e, I (to be completed by DWR) E ECEIVED/NCDEO/DWR
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: TAC Harrelson Ford, LLC (company, municipality, HOA, utility, et
2. Applicant type: ❑ Individual ❑ Corporation ® General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Tyson Reilly per 15A NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 2100 Powers Ferry Road SE, Suite 350
City: Atlanta State: GA Zip: 30339-
5. Applicant's contact information:
Phone number: [phone] Email Address: dbezalel(c�theardentcompanies.com
II. PROJECT INFORMATION:
1. Project name: 6500 South Blvd.
2. Application/Project status:
AUG 1 8 2022
WOWS
c.) MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
® 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: 35.144°Longitude: -80.877°
5. Parcel ID (if applicable): 17304204 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy lcard License Number: 26491
Firm: LandDesign
Mailing address: 223 N Graham St.
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek WWTP Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
❑ Force Main
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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 ►1 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 El No ❑ N/A
3. If the Applicant is a Horne/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 Horne
❑ 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
Single -Family Townhome
190 gal/Day
185
35,150 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
35,150 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: 35,150 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 tirneframe 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
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DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
2,246.2
PVC
6
581.3
DIP
> 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.I.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 tirneframes, 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

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
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 systems:
®Yes ID No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
zWater 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, 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 naive: ►/ 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, stornwater 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 strearnbanks 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

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
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 Jeremy S Icard, PE attest that this application for 6500 South Blvd.
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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,
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 NCAC 56.0701)
C A ff
ALP
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Tyson Reilly , attest that this application for 6500 South Blvd
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item 11.1)
14 Jul 2022
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:
�DocuSigned by:
tttgsaln, l i
—3ACAB9F226F9�...
Date:
7/11/2022
FORM: FTA 06-21 Page 5 of 5

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Land Design
Project Name for which flow is being requested: 6500 South Blvd (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.
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, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 12.551
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
71.5
0.03515
84.086
84.9%
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 < O.
Downstream Facility Name (Sewer): South Boulevard
Downstream Permit Number:
Unknown
Page 1 of 6
FTSE 10-18

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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 normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and II plus all attached planning assessment
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.
Keri B Cantrell
2022.02.01 11:09:55 -05'00'
2021.005.20060
2/1/2022
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
elaware
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT
COPY OF THE CERTIFICATE OF FORMATION OF "TAC HARRELSON FORD,
LLC", FILED IN THIS OFFICE ON THE TWELFTH DAY OF MAY, A.D.
2021, AT 5:14 O'CLOCK P.M.
5917125 8100
SR# 20211745752
You may verify this certificate online at corp.delaware.gov/authver.shtml
Page 1
Authentication: 203193726
Date: 05-13-21

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
State of Delaware
Secretary of State
Division of Corporations
Delivered 05:14 PSI 05/12/2021
FILED 05:14 PM 05/12/2021
SR 20211745752 - FlleNumber 5917125
STATE OF DELAWARE
CERTIFICATE OF FORMATION
OF LIMITED LIABILITY COMPANY
The undersigned authorized person, desiring to form a limited liability company pursuant
to the Limited Liability Company Act of the State of Delaware, hereby certifies as
follows:
The name of the limited liability company is TAC Harrelson Ford, LLC
2. The Registered Office of the limited liability company in the State of Delaware is
located at 1209 Orange Street
in the City of Wilmington , Zip Code 19801
name of the Registered Agent at such address upon whom process against this limited
liability company may be served is The Corporation Trust Company
(street),
.The
By: /s/ Dror Bezalel
Authorized Person
Name: Dror Bezalel
Print or Type
DE083- 03/1 1/2020 Wolters Kluwer Online

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2AROLINA
PIUK
i n �
Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify that
TAC HARRELSON FORD, LLC
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
Scan to verify online.
Document Id: C202113303513
Verify this certificate online at https://www.sosnc.gov/verification
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 13th day of May, 2021.
dliaott-J
Secretary of State

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2 i..A NUM �
11 ROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
TAC HARRELSON FORD, LLC
the original of which was filed in this office on the 13th day of May, 2021.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 13th day of May, 2021.
Scan to verify online.
Certification# C202113303513-1 Reference# C202113303513-1 Page: 1 of 4
Verify this certificate online at https://www.sosnc.gov/verification
Secretary of State

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
State of North Carolina
Department of the Secretary of State
SOSID: 2192324
Date Filed: 5/13/2021 4:09:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2021 133 03513
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 oldie General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is TAC Harrelson Ford, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Delaware
3. Principal office information: (Select either a or b)
a. ID The limited liability company has a principal office.
The principal office telephone number: 770 319 7408
The street address and county of the principal office of the limited liability company is:
2100 Powers Ferry Road, Suite 350
Number and Street:
Atlanta GA 30339 Cobb
City: State: Zip Code: County:
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is:
C T Corporation System
5. The street address and county of the registered agent's office in the State of North Carolina is:
160 Mine Lake Ct., Ste. 200
Number and Street:
Raleigh, 27615-6417 Wake
City: State: NC Zip Code: County:
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North
Carolina is:
Number and Street:
City: State: NC Zip Code: County:
BUSINESS REGISTRATION DIVISION
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-09)
NC057 - 11/9/2017 Wolters Kluwer Online
Certification# C202113303513-1 Reference# C202113303513- Page: 2 of 4

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary) (This document must be signed by a person listed in item 7.)
Name and Title Business Address
Dror Bezalel, Vice Prsident 2100 Powers Ferry Road, Suite 350, Atlanta, GA 30339
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted.
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
10. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a document
is filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered, please see
the instructions for this document.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 17 day of May , 20 21
TAC Harre t Qn Ford, LLC
the of Limited Liability Company
Signa ure of Company Official
Dror Bezalel, Vice President
Type or Print Name and Title
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised fitly 2017)
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Form L-09)
NC057 - 11/9/2017 Wolters Kluwer Online
Certification# C202113303513-1 Reference# C202113303513- Page: 3 of 4

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
elaware
The First State
Page 1
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "TAC HARRELSON FORD, LLC" IS DULY
FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD
STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS
OFFICE SHOW, AS OF THE THIRTEENTH DAY OF MAY, A.D. 2021.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
5917125 8300
SR# 20211766644
You may verify this certificate online at corp.delaware.gov/authver.shtml
Authentication: 203198385
Date: 05-13-21
Certification# C202113303513-1 Reference# C202113303513- Page: 4 of 4

DocuSign Envelope ID: CF55D14C-7820-4034-BE68-2E856C7EC9E2
roiaris Su ivlap — Mecklenburg County, North Carolina
6500 South Blvd.
Date Printed: 4/29/2022 8:45:46 AM
960
•
0 0.01251.025 0.05,Miles
8'•� QG99�
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled rom recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records and data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal
responsibility for the information contained herein.

DocuSign Envelope ID: CF55D14C-7820-4034-BE6B-2E856C7EC9E2
ratans Mi. ivtap — Mecklenburg County, North Carolina
6500 South Blvd.
Date Printed: 4/29/2022 8:44:32 AM
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records and data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal
responsibility for the information contained herein.

DocuSign Envelope ID:9A4D940B-0695-4B58-B967-9D981BB52EE7
STATE OF NORTH CAROLINA
COUNTY OF Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) 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
TAG Harrelson, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
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 6500 South Blvd (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, (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 andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page 1 of 2

DocuSign Envelope ID: 9A4D940B-0695-4B58-B967-9D981BB52EE7
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 TAC Harrelson, LLC
MANAGEMENT COMMISSION Narpe-ef.1)g,5g4LOPER
firgSbtn 'rt,t( l
By.--3kXCA69F228r948A...
Richard E. Rogers, Jr. (Signature)
Director, Division of Water Resources
Tyson Reilly, Executive Director
Print Name and Title
8/17/2022
(Date) (Date)
FORM: DEV 03-19 Page 2 of 2

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Limited Liability Company
Legal Name
TAC Harrelson Ford, LLC
Information
Sosld: 2192324
Status: Current -Active
Date Formed: 5/13/2021
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615 Raleigh, NC 27615
Mailing Principal Office
3565 Piedmont Rd NE, Building 1, Suite 200 3565 Piedmont Rd NE, Building 1, Suite 200
Atlanta, GA 30305 Atlanta, GA 30305
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Vice President
Dror Bezalel
3565 Piedmont Rd Ne, Building 1, Suite 200
Atlanta GA 30305
https://www.sosnc.gov/online_services/search/Business_Registration_Results 8/17/2022