WQ0045980_Application (FTSE)_20241112

Luckman, Debbie
From: Luckman; Debbie
Sent: Wednesday, October 16, 2024 10:24 AM
To: Jonathan Woodard
Subject: Yardly Steele Creek
Attachments: Yardly Steele Crk-10162024.pdf
Acknowledgment of Incomplete Application Received
This email is acknowledgment that your Fast Track Sewer Extension (FTSE) permit application Yardly Steele Creek
has been received by the Mooresville Regional Office on October 15, 2024.An administrative review was
conducted, and the permit application is deemed incomplete. Please review the attached checklist for items that
are missing from the permit application. Per Session Law 2024-49 Senate Bill 166 (Section 4.3), information
needed for a complete permit application must be submitted within 30 days,of this email or the application will be
returned to the applicant, however the fee will not be returned.
Attached to this email is an electronic copy of the application form and supporting documents submitted. Once
you have obtained the necessary information, please submit a scanned PDF of the com 1p ete application to
complete the administrative review. For ease of review, please do not submit individual pieces of information.You
will be notified via email once a complete application form and supporting documents has been received. When
sending correspondences regarding your FTSE permit application please include the project name in the subject
line.
• On page 1,the phone#and email address for Megan Ledbetter were not entered.
Deborah Luckman
Administrative Assistant, Mooresville Regional Office,
Division of Environmental Assistance and Customer Service
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
i

1 1 r2100 South Tryon Street F`lECEIVEWNC!)EO/C)WR RECEXD�NEQ/[)Vvf,,Suite 400p�f�r1g Charlotte,NC28203 NOV 12 2024 4
WADAMS 704.527.0800
%NO.ROS
UICbRESVILLE REGIONAL OFFICE MOORESVI 'AL OFFICE
Letter of Transmittal
Date: October 14,2024 HAND DELIVER
To: Attn: Debbie Luckman Re: Steele Creek Apartments
NCDEQ: Mooresville Regional Office Private Sewer Review
610 East Center Avenue,Suite 301
Mooresville, North Carolina 28115 Job#: TMH23012
❑ Drawings ❑ Letter ❑ Statement of Qualifications
❑ Specifications ❑x Submittal ❑ Other
❑ Plans ❑x Check
Quantity Unit Description
1 Copy Cover Letter
1 Copy Flow Tracking for Sewer Extension Applications(FTSE 10-23)
1 Copy USGS Aerial Map
1 Copy USGS Topo Map
1 Copy Water and Sewer Flow Acceptance
1 Copy NC Amended Annual Report
1 Check Private Sewer Review Fee
1 Original&Copy Fast Track Sewer System Extension Application(FTA 10-23)
Transmitted as checked below:
© For approval ❑ For review+comment
❑ Foryouruse ❑ Other
❑ As requested ❑ Other
Remarks:
Copy to: Signature:
Printed Name: Jonathan Woodard, PE
Title: Senior Technical Manager
Date: October 14,2024
1 of 1

'J
McADAMS REXNAL
Q/DWf
24
MOORE OFFICE:
October 14, 2024
i iECEiV'ED,'NCDEQ/DWR
NOV 12 2024
WO-PIGS
NCDEQ M00RESVILLE REGIONAL OFFICE
610 East Center Avenue
Mooresville, North Carolina, 28115
RE: Yardly Steele Creek
Location: 13224 STEELE CREEK RD CHARLOTTE NC 28273
Water Resources Department:
In addition to this cover letter, please find enclosed the following:
1. Application Form (FTA)—(1) original and (1) copy
2. Application Fee-$600
3. FTSE Form/Capacity Assurance Review Letter
4. Street Level Map
5. USGS Map
Project Description
The proposed development is located on the Northwest corner of Steele Creek Rd
and Parkside Crossing Dr and is known as Yardly Steele Creek. The proposed
development on this site will consist of the construction of 160 residential units
for rent and a commercial building along with the associated parking, sidewalks,
roads (private and public), utility improvements, road improvements, and a
stormwater control measure.
Previous Permitting
The project is currently under review for permitting through the City of Charlotte,
CLT Water (for public sewer/water), and NCDOT.
creating experiences through experience 2100 S Tryon Street,Suite 400,Charlotte,NC 28203/704.527.0800

MCADAMS
Sanitary Sewer System and Water Supply system
The water supply system and sanitary sewer system will serve 160 residential units
and a commercial building. The site will receive water by tapping the 12"
watermain along Parkside Crossing Drive and by tapping the 16" watermain along
Steele Creek Road (NC HWY 160). The proposed sanitary sewer system is
completely gravity fed with the use of 4", 6", & 8" proposed sanitary sewer lines
and will service 22,800 GPD.
Sincerely,
MCAPWS
Jonathan Woodard, PE
Project Engineer
creating experiences through experience 2100 5 Tryon Street,Suite 400,Charlotte,NC 28203/704.527.0800

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
6 V C1 Application Number:
(to be completed by D W R)
NOV 12 2024
All items must he a>mnleted or the annlication will be returned
1NQ.RQS
I. APPLICANT INFORMATION: TM BTR Of Carolinas, LLC MOORESVILLE REGIONAL OFFICE
I. Applicant's name: (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 I iA NCAC 02'I'.0106(b) Megan Ledbetter
Title: Vice President
4. Applicant's mailing address: 11405 N Community House Road
Charlotte NC 28277
City: State: Zip:
5. Applicant's contact information:
Phone number: (
704 251 8142 Email Address:
_) [e-mail]
I1. PROJECT INFORMATION:
Yardl Steele Creek
I. Project name: y
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
84
3. County where project is located: Mecklenburg 36,1144 -80.98 ,
4. Approximate Coordinates(Decimal Degrees): Latitude: Longitude:-
5. Parcel ID(if applicable):
or Parcel ID to closest downstream sewer) 19906109
Ill. CONSULTANT INFORMATION:
athan Woodard, PE
l. Professional Engineer: License Number:049168
Firm: McAdams
Mailing address: 2100 South Tryon St, Suite 400
City: Charlottestate: NC zip: 28203
Phone number: (709527-0800 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:McAlpine Creek Permit Number:NCO024970
Owner Name: City of Charlotte
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Pennit Number(s): WQ
2. Downstream (Receiving)Sewer Information: 8" inch &Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):
Page 1 of 5
FORM: FTA 10-23

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR) RECEI D/ CDEQ/DWI
All items must be completed or the application will be returned 0 5 2024
1. APPLICANT INFORMATION: TM BTR of Carolinas, LLC wQ.R S
MOORESVILLE RED NAL OFFICE
1. Applicant's name: (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) Megan Ledbetter
Title: Vice President
4. Applicant's mailing address. 11405 N Community House Road
City: Charlotte State: NC Zip: 28277
5. Applicant's contact information:
Phone number: (_)_- Email Address:
11. PROJECT INFORMATION:
1. Project name: Yardly Steele Creek
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
35.1144 -80.9884
4. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer) 19906109
111. CONSULTANT INFORMATION:
I. Professional EngineeJonathan Wooda nd'e Number:049168
Firm: McAdams
Mailing address: 2100 South Tryon St, Suite 400
City: Charlottestate: NC zip: 28203
Phone number:(77045270800 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name:McAlpine Creek Permit Number:NCO024970
Owner Name: City of Charlotte
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ
I. Downstream(Receiving)Sewer Information: 8" inch 6a Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):
FORM: FTA 10-23 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 P 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 171 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 R N/A
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑Car Wash
R Residential(Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑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.0I14(f)) Daily Design Flow a,b No.of Units Flow
Residential Units 135 gal/unit 160 21,600 GPD
Amenity Center 10 gal/person 120 1,200 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Toia! 22,8000PD
a See 15A NCAC 02T .0114(b). (d). (e)(1)and(e)(2)for caveats to wastewater design flow rates(i.e. 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.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
22,800
8. Wastewater generated by project:_GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ 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 now.
❑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 10-23 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8" 2,023 LF PVC
6" 2,592 LF PVC
4" 948 LF PVC
➢ Section 11& III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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(Puma 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.Lb. ❑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 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? © Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water 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 1 or
Class It 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(s)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 webpaee
2. Does this project comply with the minimum separation requirements for water mains? 2 Yes ❑No [-I 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 2]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 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes FZ]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)? Z 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 0 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 10-23 Page 4 of 5

X. CERTIFICATIONS:
l. 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?
0 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 Jonathan Woodard, PE ,attest that this application for Yardly Steele Creek
(Professional Engineer's name from Application Item Ill.).) (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)
................................... ..
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North Carolina Professional Engineer's seal,signature,and date: ���it%CA% `-O�
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3. Applicant's Certification per 15A NCAC 02T.0106(b): r/ ` I '
1 Megan Ledbetter ,attest that this application for Yardly Steele Creek
(Signature Authority Name from Application Item 1.3.) (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.
1 understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, 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. 1 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, o certification in any ap lication package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to excee 10,000 as well as civi enalties u to$25,000 per violation.
Signature:
Date: Z O
FORM: FTA 10-23 Page 5 of 5

CHARLOTTE
Wt)TER
August 20, 2024
Mrs. Skylar White
TM BTR of Carolinas, LLC
11405 North Community House Road
Suite 150
Charlotte, NC 28277
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
YARDLY STEELE CREEK
13224, 13308 STEELE CREEK ROAD, CHARLOTTE, NC 28273
CLTWATER TRACKING#2024878
After analysis of the sanitary sewer associated with the proposed design of project, 2024878,
YARDLY STEELE CREEK, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 23,801 gallons per day(160 units x 35 gpd/unit; 120 people x 10
gpd/person, 7,700 sf x 130 gpd/1,000 st), 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 find the NCDEQ_FTSE document attached.
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 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.
If you have any questions, please do not hesitate to contact me at(704)432-5801.
Sincerely,
6vW.Per~-APvzck4,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.org
Charlotte Water 5100 Brookshire Blvd,Charlotre, NC 28216 charlottewater.org
Rrn Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Taylor Morrison
Project Name for which flow is being requested: Yardly Steele Creek
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#: NCO024970,NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.000
d. Estimated obligated flow not yet tributary to the WWTP 16.359
e. WWTP facility's actual avg. flow 69.858
f. Total flow for this specific request 0.023801
g. Total actual and obligated flows to the facility 86.241
h. Percent of permitted flow used 87.1%
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 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***
Steele Creek 30.0 12.0 4.943 0.943 5.886 6.114
*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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-23

III. Certification Statement:
I 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.
�) Digitally signed by Keri Cantrell
Date: 2024.08.19 18:51:16-04'00' 8/19/2024
Adobe Acrobat version: 2024.002.20895
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-23

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USGS The!tional Map:4tional Boun cries Dataset,3DEP Elevation
Program,Geographic Name`Informatip S�tem,National HydrogT-pphy
Dataset,l`Vti nal Land Cov r Database`,`National Structures Dataset,and
National Tr/insportation Qataset;USGS Global Ecosystems;U.S.Census
Bawau TIGER/Line data;USFS,Road Data;Natural Earth Data;U.S.
Departm6k�fff-State Huma itarian Information Unit;and NOAA National
Cente or Environmental Information;U.S.Coastal Relief Model.Data
refreshed April,2023.
YARDLY STEELE CREEK
USGS TOPO MAP
PROJECT #: TMH23012
CHARLOTTE, NC

�PARiA{ NORTH C A R O L I N A
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
AMENDED ANNUAL REPORT
OF
TM BTR OF CAROLINAS, LLC
the original of which was filed in this office on the 5th day of July, 2023.
-`oEp 0 17, IN WITNESS WHEREOF, I have hereunto set my
MPY 20.i775 p1
o` hand and affixed my official seal at the City of
n Raleigh, this 6th day of July, 2023.
-J�
b�'TAIL 12.096 Scan to verify online.
Seal.— wEa
Certification#C202318600031-1 Reference#C202318600031-1 Page: 1 of 4 Secretary of State
Verify this certificate online at littps://www.sosnc.gov/verification

SOSID: 1927537
Date Filed:7/5/2023 9:21:00 AM
Elaine F.Marshall
► .. AMENDED LIMITED LIABILITY COMPANY ANNUAL REPORT North Carolina Secretary of State
C2023 186 00031
v
NAME OF LIMITED LIABILITY COMPANY: TM BTR of Carolinas, LLC
MVo"uWo1*
SECRETARY OF STATE ID NUMBER: 1927537 STATE OF FORMATION: NC
AMENDING DOC ID
REPORT FOR THE CALENDAR YEAR: 2023 s ❑0 0
cn2o29tztoteao ,�
SECTION A:REGISTERED AGENT'S INFORMATION f
0 �•
1.NAME OF REGISTERED AGENT: Registered Agent Solutions, Inc.
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTrrUTE3 CONSENT TO THE APPOINTMENT
3.REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
176 Mine Lake Court,Ste.100 176 Mine Lake Court,Ste.100
Raleigh,NC 27615 Wake Raleigh,NC 27615 Wake
SECTION B:PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Development of build-to-rent home
2.PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL:
4.PRINCIPAL OFFICE STREET ADDRESS 5.PRINCIPAL OFFICE MAILING ADDRESS fflwoO
4900 N Scottsdale Rd Ste 2000 4900 N Scottsdale Rd Ste 2000
Scottsdale,AZ 85251 Maricopa Scottsdale,AZ 85251 Maricopa
6.Select one of the following If applicable.(Optional see Instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business
SECTION C:COMPANY OFFICIALS(Enter additional company officials In Section E.)
NAME: Taylor Morrison BTR, Inc. NAME: Andrew Bodary NAME: Charles W.Enochs
TITLE: Managing Member TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: 11405 N.Communtty House Rd ADDRESS: 9601 Amberglen Blvd.
4900 N Scottsdale Rd Ste 2000 Suite 150 Suite 200
Scottsdale,AZ 85251 Maricopa Charlotte,NC 28277 Austin,TX 78729
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed In Its entirety by a personibusiness entity.
I
July 3,2023
SIGNATURE DATE
Form must be signed by a Company ORldal bled under 3ecdon C of This form.
Christy A McNeil Assistant Secretary
Print or Type Name of Company OlBdal Pdnt or Type Tft of Company Of icM
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF$10.00
MALL TO:Secretary of State, Badness Registration DMeion.Post Office Soot 20525,Raleigh,NC 2782"M
Certification#C202318600031-1 Reference#C202318600031-Paim: 2 of 4

SECTION E:ADDITIONAL COMPANY OFFICIALS
NAME: Caroline 0.Estrada NAME: Katherine(`Kathy")Floyd NAME: Thomas Johnson
TITLE: Assistant Secretary TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: 15501 Weston Parkway ADDRESS: 11405 N.Community House Rd
4900 N Scottsdale Rd Ste 2000 Suite 100 Suite 150
Scottsdale,AZ 85251 Marlcopa Cary,NC 27513 Charlotte,NC 28277
NAME: Tyler Kamhagen NAME: Tyler Kaushagen NAME: Tyler Kauahagen
TITLE: Az&mb@dApd(c=Hm.>-zmLmd TITLE: AwbwtmaApd(awum).smLwdD TITLE: Av&mi=dazs(ara=)-mmF moe
ADDRESS: ADDRESS: ADDRESS:
4900 N Scottsdale Rd Ste 6000 4900 N Scottsdale Rd Ste 6000 4900 N Scottsdale Rd Ste 6000
Scottsdale,AZ 85251 Marlcopa Scottsdale,AZ 85251 Marlcopa Scottsdale,AZ 85251 Marlcopa
NAME: Rodney("Alma')Kerley NAME: Taryn Kess NAME: Sarah Larson
TITLE Vice President TITLE: AmeodzdAga(a.H..)-mRp TITLE: Vice President
ADDRESS: 11405 N.Community House Rd ADDRESS: ADDRESS: 15501 Weston Parkway
Suite 150 4900 N Scottsdale Rd Ste 6000 Suite 100
Charlotte,NC 28277 Scottsdale,AZ 85251 Marlcopa Cary,NC 27513
NAME: Dastau Leasm NAME: Megan Ledbetter NAME: Joanna Llambim
TITLE: Vice President TITLE: Vice president TITLE: A.&amdA8.d(qbm&w>ua.sew
ADDRESS: 15501 Weston Parkway ADDRESS: 11405 N.Community House Rd ADDRESS: 11405 N.Community House Rd
Suite 100 Suite 150 Suite 150
Cary,NC 27513 Charlotte,NC 28277 Charlotte,NC 28277
NAME: Christy A McNefl NAME: S.Todd Menill Name:Scott Moushon
TITLE: Assistant Secretary TITLE: Vice President TITLE: Vice President
ADDRESS: 6440 Oak Canyon ADDRESS: 3030 N.Rocky Point Dr.W. ADDRESS:
Suite 200 Unit 710 4900 N Scottsdale Rd Ste 6000
Irvine,CA 92618 Tampa,FL 33607 Scottsdale,AZ 85251 Marlcopa
NAME: Steve Paul NAME: David Pellowitz NAME: Alyssa Prosch
TITLE: Vice President TITLE: Vice President TITLE: AwidAve(o.&o)-Bw
ADDRESS. 11405 N.Community House Rd ADDRESS: 15501 Weston Parkway ADDRESS:
Suite 150 Suite 100 4900 N Scottsdale Rd Ste 6000
Charlotte,NC 28277 Cary,NC 27513 Scottsdale,AZ 85251 Marlcopa
Cartifiratinn#f�r1�21 R6f)f)021-1 RPfPYPI1CP#Cv n2;lRbon031-Pa 3 or 4

SECTION E:ADDITIONAL COMPANY OFFICIALS
NAME: Darin Rowe NAME: Shannon Sheppard NAME: Darrell C.Sherman
TITLE: president TITLE: Vice President;Assistant Secretary TITLE: Chief Legal Officer;Secretary
ADDRESS: ADDRESS: 3030 N.Rocky Point Dr.W. ADDRESS:
4900 N Scottsdale Rd Ste 6000 Unit 710 4900 N Scottsdale Rd Ste 2000
Scottsdale,AZ 85251 Marlcopa Tampa,FL 33607 Scottsdale,AZ 85251 Marlcopa
NAME: Darrell C.Sherman NAME: Joseph poe')Tyree NAME: Curtis(-Caro VanHyfte
TITLE: Executive Vice President TITLE: Vice President TITLE: Chief Financial Officer,Exec.VP
ADDRESS: ADDRESS: 15501 Weston Parkway ADDRESS:
4900 N Scottsdale Rd Ste 2000 Suite 100 4900 N Scottsdale Rd Ste 2000
Scottsdale,AZ 85251 Marlcopa Cary,NC 27513 Scottsdale,AZ 85251 Marlcopa
NAME: Linda Victor NAME: Sky)arwhite NAME: Skylar white
TITLE: A a aAs tp s..)-arxpi... TITLE: ,tm6o Asmd(cmdam)4rmL dDwdp..e TITLE: A—maAvm(mmoft)-arar.mr--u
ADDRESS: ADDRESS: 11405 N Community House ADDRESS: 11405 N Community House
4900 N Scottsdale Rd Ste 2000 Sulte 150 Suite 150
Scottsdale,AZ 85251 Marlcopa Charlotte,NC 28277 Charlotte,NC 28277
NAME: Nicholas Zittergrm NAME: NAME:
TITLE: Vice President TITLE: TITLE:
ADDRESS: 11405 N Community House ADDRESS: ADDRESS:
Suite 150
Charlotte,NC 28277
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
Certifiratinn#C 20231 R600031-1 Reference#C202318600031-Page: 4 of 4

10/16/24, 10:10 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
TM BTR of Carolinas, LLC
Information
Sosld: 1927537
Status: Current-Active O
Date Formed: 12/16/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentgnnuaL Report Status:
Registered Agent: Registered Agent Solutions, Inc.
Addresses
Reg Office Reg Mailing Mailing
176 Mine Lake Court, Ste. 100 176 Mine Lake Court, Ste. 100 4900 N Scottsdale Rd Ste 2000
Raleigh, NC 27615 Raleigh, NC 27615 Scottsdale, AZ 85251
Principal Office
4900 N Scottsdale Rd Ste 2000
Scottsdale, AZ 85251
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Vice President Vice President
Andrew Bodary Charles W Enochs
11405 N. Community House Rd., Suite 150 9601 Amberglen Blvd, Suite 200
Charlotte NC 28277 Austin TX 78729
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/4

10/16/24, 10:10 AM North Carolina Secretary of State Search Results
Charlotte NC 28277
Authorized Representative
Alyssa Prosch
Authorized Agent (Carolinas) - BTR Marketing, 4900 N. Scottsdale Road, Suite 6000
Scottsdale AZ 85251
President Vice President
Darin Rowe Shannon Sheppard
4900 N. Scottsdale Road, Suite 6000 3030 N. Rocky Point Dr., Suite 710
Scottsdale AZ 85251 Tampa FL 33607
Assistant Secretary Secretary
Shannon Sheppard Darrell C Sherman
3030 N. Rocky Point Dr., Suite 710 4900 N Scottsdale Road, Suite 2000
Tampa FL 33607 Scottsdale AZ 85251
Authorized Representative
Darrell C. Sherman
Chief Legal Officer; Executive Vice President, 4900 N. Scottsdale Road, Suite 2000
Scottsdale AZ 85251
Managing Member Vice President
Taylor Morrison BTR, Inc. Joseph ("Joe") Tyree
4900 N Scottsdale Rd Ste 2000 15501 Weston Parkway Suite 100
Scottsdale AZ 85251 Cary NC 27513
Chief Financial Officer Authorized Representative
Curtis ("Curt") VanHyfte Curtis ("Curt") VanHyfte
4900 N. Scottsdale Road, Suite 2000 4900 N. Scottsdale Road, Suite 2000
Scottsdale AZ 85251 Scottsdale AZ 85251
Authorized Representative
Linda Victor
Authorized Agent (Carolinas) - BTR Finance, 4900 N. Scottsdale Road, Suite 2000
Scottsdale AZ 85251
https://www.sasnc.govionline_services/search/Business_Registration_Results 3/4

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria(Gravity Sewer& Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T,15A NCAC 02T.0300,Division policies,and wood engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria(MDC)documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
> Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPs)or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g. force mains);
➢ Vacuum sewer systems.
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy(second copy may be digital)of Application and Supporting Documents
Required unless otherwise noted. Signatures on original must be"wet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description(Required for All Application Packages):
QList all items included in the application package,as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served,flow allocation required,etc.
> Include the permit number/status of any other required sewer permits(downstream/upstream)
> If necessary for clarity, include attachments to the application form.
C. Application Fee(All New and Modification Application Packages):
IV Submit a check or money order in the amount of$600.00,dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track Application(Required for All Application Packages, Form FTA 10-23):
Vf Submit the completed and appropriately executed application.
> If necessary for clarity or due to space restrictions,attachments to the application may be made.
If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
p If the Applicant Type in Item 1.2 is a partnership or d/b/a,enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
The Project Name in Item If.l shall be consistent with the project name on the flow acceptance letters,agreements,etc.
�Y The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
v licensed Professional Engineer.
The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T.0106(c),an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page l of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23)(If Applicable):
VSubmit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
`r Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
> Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
VSubmit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area.
including the closest surface waters.
➢ General location of the project components(gravity sewer,pump stations,& force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
IV Include an aerial location map showing general project area(such as street names or latitude/longitude)so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or items to be modified(the application form itself should include only include items to be added/modified).The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T.0305(h)(1), submit documentation of power reliability for pumping stations.
> This alternative is only available for average daily flows less than 15,000 gallons per day
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b))or proposed contractor,
stating that"the portable power generation unit or portable, independently-powered pumping units,associated appurtenances
and personnel are available for distribution and operation of this pump 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.(Required at time of certification)
1. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T.0I 15(a)(1)provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T.01 15(c),submit the properly executed Operational Agreement(FORM: HOA).
❑ Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.01 15(b),submit the properly executed Operational Agreement(FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section Swannanoa, North Carolina 28778-8211 Clay, Graham, Haywood, Henderson, Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5095 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office 3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27609 Granville, Halifax, Johnston, Lee, Nash,
[phone] Northampton, Orange, Person, Vance, Wake,
[phone] Fax Warren, Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone] Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt, Tyrrell,Washington, Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: TM BTR of Carolinas, LLC
1. Applicant's name: (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) Megan Ledbetter
Title: Vice President
4. Applicant's mailing address: 11405 N Community House Road
City: Charlotte State: NC /ip: 28277
5. Applicant's contact information:
Phone number: (_)_- Email Address:
11. PROJECT INFORMATION:
I. Project name: Yardly Steele Creek
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
35.1144 -80.9884
4. Approximate Coordinates(Decimal Degrees): Latitude: Longitude:-
5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer) 19906109
III. CONSULTANT INFORMATION:
Jonathan Woodard, PE
1. Professional Engineer: License Number:049168
Firm: McAdams
Mailing address: 2100 South Tryon St. Suite 400
City: Charlottestate: NC zip: 282103
Phone number: (70g5270800 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name:McAlpine Creek Permit Number:NCO024970
Owner Name: City of Charlotte
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving)Sewer Information: 8" inch Gd Gravity 0 Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):
FORM: FTA 10-23 Page I 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 P 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.01 15(c)been attached?
❑ Yes ❑ No R N/A
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑ Car Wash
Residential(Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑ Nursing Home ❑ 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 El No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14(tl? ❑ 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`b No. of Units Flow
Residential Units 135 gal/unit 160 21,600 GPD
Amenity Center 10 gal/person 120 1,200 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 22,800GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1)and (e)(2) for caveats to wastewater design flow rates (i.e. 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.01 14(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data,water using fixtures, occupancy or operation patterns,and other measured data.
22,800
8. Wastewater generated by project:_GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
> 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 10-23 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" 2,023 LF PVC
6" 2,592 LF PVC
4" 948 LF PVC
➢ Section 11& 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
VII1. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)& (g)? © Yes []No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'--Water mains(vertical-water over sewer preferred, including in benched trenches) 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,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 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(), see Section X.I of this application
*15A NCAC 02T.0305(Q)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 webaaae
2. Does this project comply with the minimum separation requirements for water mains? 0 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 [2] 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: 0 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 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes 91 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)? 0 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 0 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 10-23 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?
2 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 Jonathan Woodard, PE attest that this application for Yardly Steele Creek
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.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 143-215.613, 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.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)
........................... ......... ..
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
I Megan Ledbetter ,attest that this application for Yardly Steele Creek
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.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 ap lication package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 10,000 as well as ci 'i enalties u to$25,000 per violation.
i
Signature: Date:
FORM: FTA 10-23 Page 5 of 5

11/12/24, 11:25 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
TM BTR of Carolinas, LLC
Information
Sosld: 1927537
Status: Current-Active O
Date Formed: 12/16/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Registered Agent Solutions, Inc.
Addresses
Reg Office Reg Mailing Mailing
176 Mine Lake Court, Ste. 100 176 Mine Lake Court, Ste. 100 4900 N Scottsdale Rd Ste 2000
Raleigh, NC 27615 Raleigh, NC 27615 Scottsdale, AZ 85251
Principal Office
4900 N Scottsdale Rd Ste 2000
Scottsdale, AZ 85251
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Vice President Vice President
Andrew Bodary Charles W Enochs
11405 N. Community House Rd., Suite 150 9601 Amberglen Blvd, Suite 200
Charlotte NC 28277 Austin TX 78729
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/4

11/12/24, 11:25 AM North Carolina Secretary of State Search Results
Charlotte NC 28277
Authorized Representative
Alyssa Prosch
Authorized Agent (Carolinas) - BTR Marketing, 4900 N. Scottsdale Road, Suite 6000
Scottsdale AZ 85251
President Vice President
Darin Rowe Shannon Sheppard
4900 N. Scottsdale Road, Suite 6000 3030 N. Rocky Point Dr., Suite 710
Scottsdale AZ 85251 Tampa FL 33607
Assistant Secretary Secretary
Shannon Sheppard Darrell C Sherman
3030 N. Rocky Point Dr., Suite 710 4900 N Scottsdale Road, Suite 2000
Tampa FL 33607 Scottsdale AZ 85251
Authorized Representative
Darrell C. Sherman
Chief Legal Officer; Executive Vice President, 4900 N. Scottsdale Road, Suite 2000
Scottsdale AZ 85251
Managing Member Vice President
Taylor Morrison BTR, Inc. Joseph ("Joe") Tyree
4900 N Scottsdale Rd Ste 2000 15501 Weston Parkway Suite 100
Scottsdale AZ 85251 Cary NC 27513
Chief Financial Officer Authorized Representative
Curtis ("Curt") VanHyfte Curtis ("Curt") VanHyfte
4900 N. Scottsdale Road, Suite 2000 4900 N. Scottsdale Road, Suite 2000
Scottsdale AZ 85251 Scottsdale AZ 85251
Authorized Representative
Linda Victor
Authorized Agent (Carolinas) - BTR Finance, 4900 N. Scottsdale Road, Suite 2000
Scottsdale AZ 85251
https://www.sosnc.gov/online_services/search/Business_Registration_Results 3/4