WQ0045870_Application (FTSE)_20241003

RECEIVEDJNCI)EC1/DWR
r2100 South Tryon street ,11 t 7 9
A
Suite400 J M �
Charlotte,NC 28203 WQGRO:.
WADAMS 704.527.0800 MOORESVILLE REGIONAL OFFICE
Letter of Transmittal
Date: October3,2024 HAND DELIVER
To: Debbie Luckman Re: Discovery Lane
NCDEQ Mooresville Regional Office Private Sewer
610 East Center Avenue,Suite 301
Mooresville, North Carolina 28115 Job#: TPH23004
❑ Drawings ❑ Letter ❑ Statement of Qualifications
❑ Specifications ® Submittal ❑ Other
❑ Plans ❑ Check
Quantity Unit Description
1 Copy Proposal Cover Sheet
1 Check Private Sewer Application Fee
1 Original Signed Application Form(FTA)
1 Copy Signed Application Form(FTA)
1 Copy FTSE Form/Capacity Assurance Review Letter
1 Copy Street Level Map
1 Copy USGS Map
Transmitted as checked below:
© For approval ❑ For review+comment
❑ Foryouruse ❑ Other
❑ As requested ❑ Other
Remarks:
Copy to: Signature: ' �.
Printed Name: Michael Duval,PE
Title: Project Manager
Date: October 3,2024
1 of 1

McADAMS
RECEIVED,'NCDEC/DWR
OCT '3 2024
�ca:�EsvluE ap°s
October 3, 2024 REGIONAL OFFICE
NCDEQ
610 East Center Avenue
Mooresville, North Carolina 28115
RE: Discovery Lane
Location: 7808 Benning Street, Charlotte, NC 28216
Water Resources Department:
In addition to this cover letter, please find enclosed the following:
I. Application Form (FTA)—(1) original and (1)copy
2. Application Fee-$600
3. USE Form/Capacity Assurance Review Letter
4. Street Level Map
5. USGS Map
Project Description
The proposed development is located off Pleasant Grove Road near the
intersection of Pleasant Grove Road and Discovery Lane in Charlotte, North
Carolina. The proposed development will include 114 tri-plex lots and the
associated public streets, private alleys and utilities.
Previous Permitting
The project is currently under review for permitting through the City of Charlotte,
Charlotte Water, and NCDOT (frontage road improvements).
creating experiences through experience 2100 S Tryon Street,Suite 400,Charlotte,NC 28203/704.527.0800

J
McADAMS
Sanitary Sewer System and Water Supply system
The water supply system and sanitary sewer system will serve 114 tri-plex lots.
The site will extend an 8" public watermain up Benning Street and down Discovery
Lane, reconnecting to an existing public main in Pleasant Grove Road. Water
service to either side of Discovery Lane will be by a 3" domestic service to the
south and a 4" domestic service to the north. The proposed sanitary sewer system
is completely gravity fed with 2,327 linear feet of 8" sanitary sewer line proposed
and will service 21,660 GPD.
Sincerely,
MCADAMS
Michael D. Duval, PE
Project Manager
creating experiences through experience 2100 S Tryon Street,Suite 400,Charlotte,NC 28203/704.527.0800

State of North Carolina
D, R Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number:`'�,CI�� � 7� (to be completed b
P Y DWR) IIECEIVED/NCDEQ/DUVET
All items must be completed or the application will be returned 0C T 3 2024
I. APPLICANT INFORMATION:
WO.P,OS
1. Applicant's name: Tri Pointe Homes Holdings INC(company,municipality,HOA,utility,etc.)MOORESVILLE REGIONAL OFFICE
2. Applicant type: ❑ Individual ®Corporation
rP El General Partnership El Privately-Owned Public Utility
❑Federal ❑ State/County ❑ Municipal ❑Other
3. Signature authority's name: Margaret Puckett per 15A NCAC 02T.0106(b)
Title: VP of Land
4. Applicant's mailing address:6325 Ardrev Kell Rd Suite 125
City:Charlotte State:NC Zip:28277-
5. Applicant's contact information:
Phone number: 704 560-4618 Email Address:[e-mail]
II. PROJECT INFORMATION:
1. Project name: Discovery Lane
2. Application/Project status: ® Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number: WQ00 and issued date:
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.308 1° Longitude:-80.9262'
5. Parcel ID(if applicable): 03517824(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Michael Duval License Number: 048769
Firm:McAdams
Mailing address:2100 South Tryon Street
City:Charlotte State:NC Zip:28203-
Phone number: 972 841-0606 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: McApline Creek Permit Number:NCO024970
Owner Name:Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving)Sewer Information: inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):
FORM: FTA 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 ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
®Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
®Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑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
El Businesses/offices/factories El Swimming Pool/Filter Backwash
❑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. Hasa 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 s,b No. of Units Flow
Residential, Single-Family Attached 190 gal/day/lot= 190 gal/day/lot �114 21,660 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 21,660 GPD
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.42A4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:21,660 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 be.
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):
I. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 2,327 PVC(SDR35)
➢. 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(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: 0 Longitude:-_°
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump,including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23
Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(fl&(e)? ® 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-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( or(g) see Section X.1 of this application
*15A NCAC 02T.0305(2)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 webna e
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: ® No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained.Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line, including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 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?
®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. ADoroval of the request will be issued
concurrently with the approval of the permit and Droiects 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
si2mficant Dortion of the Drolect the full technical review is required
2. Professional Engineer's Certification:1, ,�` \ 1z)W""`\ ,attest that this application for Q 5ccyt uoyk..
(Professional Engineer's name from Application Item Ill.1.) (Project Name fro Application Item II.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 143-215.613, 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 NCA�`44t0P011►)���
........................... ...... /or
fo
North Carolina Professional Engineer's seal,signature,and date: �� Q�.
Ole ESBj /� 'e
SEAL <:
048769
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........................................f..l. ..►............ .... .J�I��
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, M A Q R•c 4— r V C k.t 4 ,attest that this application for D �S L Lea
(Signature Authority Name from Application Item I.3.) (Project Name from Ap lication 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 application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature:
�— Date:_ C) 1 2 � � 2 02 u
FORM: FTA 10-23
Page 5 of 5

STATE OF NORTH CAROLINA }�.` '
COUNTY OF Permit No. KO CVO L6 �7D
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
TO Pointe Homes Holdings, INC. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Discovery Lane (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.
rllnll d. r,rn7' Al 1n

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 yearlybudget.
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 TO Pointe Homes Holdings, INC.
MANAGEMENT COMMISSION Name of DEVELOPER
By�
S. Daniel Smith (Signature)
Director, Division of Water Resources p
MaQ 0Iv-Cf- T y( I�- V df- Latin
Print Na e and Title
Date � 12 � � 20 Z 4
(Date) (Date) T—
rrC%n T 4. TNT7N 7 07 1 n n 1 f 1

CHARLOTTE
W4)TER
March 12, 2024
Mr. Jonathan Woolard
McAdams
2100 S. Tryon tre, Suite 400
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
DISCOVERY LANE
7631 PLEASANT GROVE ROAD. CHARLOTTE, NC. 28216
CLTWATER TRACKING#2024969
After analysis of the sanitary sewer associated with the proposed design of project, 2024969,
DISCOVERY LANE, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 22,230 gallons per day(117-units x 190-gpd/unit) 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
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 and construction has not
started within two (2) vears of issuance of this flow acceptance and payment for an 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 [phone].
Sincerely,
PeA4-a- Ga.zwi-etw
Pedro Galarreta, BS. Civil Engineering / Engineering Assistant
CHARLOTTE WATER / charlottewater.ora
Charlotte Water 5100 Brookshire Blvd,Charlotte, NC 28216 charlottewater.org
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: McAdams
Project Name for which flow is being requested: Discovery Lane (Residential)
More than one FTSE maybe 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, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.000
d. Estimated obligated flow not yet tributary to the WWTP 15.020
e. WWTP facility's actual avg. flow 70.142
f. Total flow for this specific request 0.022230
g. Total actual and obligated flows to the facility 85.466
h. Percent of permitted flow used 86.3%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump 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***
Long Creek 8.500 3.350 5.051 1.072 6.123 -2.773
Paw Creek 10.700 4.28 5.768 1 .342 7.110 -2.830
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): Benning Road
Downstream Permit Number: Unknown
Page 1 of )
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: 2024.03.12 13:54:51 -04'00'
Adobe Acrobat version: 2023.008.20533 3/12/2024
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 3
FTSF 10-23

PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C) accounts for
17.5% % and 1.072 MGD of the Available Capacity (E) in Pump Station
Long Creek and Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
1.072 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Stowe Regional Water Resource Recovery Facility is in design or under construction with
planned completion in 2026 ; and/or Paw Creek FM Replacement-2022
d. The following applies: Paw Creek Pump Station Improvements-2025
Charlotte Water's Capital Improvement Plan has allocated funds for improvements to the Paw Creek Pump Station Improvements and a new Stowe
Regional Water Resource Recovery Facility("Stowe Regional').The design plan is for Stowe Regional to use the Long Creek Pump Station(LCPS)
to house the second stage pumps of its influent pump station. In the short term,LCPS will also continue to house pumps which export flow to Paw Creek PS
("Paw Creek export pumps"). Currently LCPS has 8 MGD of export capacity,which will be increased to 12 MGD(firm)by the 2nd quarter of 2024.
Stowe Regional is under design and expected to come online in early 2026. Before Stowe Regional is brought online,a new headworks and Influent Pumping Station
building will be constructed adjacent to the LCPS,which will house the first stage influent pumps for Stowe and be the Paw Creek export pumps.
Currently,Long Creek and Paw Creek operate as a combined system with the Long Creek pump station able to transfer flows to flow equalization
tanks during peak flow events and then meter out flow to Paw Creek as conditions allow.
Paw Creek Pump Station was awarded a permit on 8/27/2020 to increase firm pumping capacity to 20 MGD.Construction on this project has begun,
and this project is anticipated to be substantially complete March 2025.The Force Main replacement project has been completed.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Digitally signed by Keri Cantrell
r Date: 2024.03.12 13:55:25-04'00'
Adobe Acrobat version: 2023.008.20533 3/12/2024
Signing Official Signature Date
Page 3 of 3
FTSE 10-18

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aBUSINESS CORPORATION ANNUAL REPORT
1/6/2022
NAME OF BUSINESS CORPORATION: Tri Pointe Homes Holdings, Inc.
1763625 Filing Office Use Only
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: DE
E-Filed Annual Report
1763625
REPORT FOR THE FISCAL YEAR END: 12/31/2023 CA202404503370
2/14/2024 04:20
SECTION A: REGISTERED AGENT'S INFORMATION 0 Changes
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
2626 Glenwood Ave Ste 550 2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Wake County Raleigh, NC 27608
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: 9494381400 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
3161 Michelson,Suite 1500 3161 Michelson, Suite 1500
Irvine,CA 92612 Irvine,CA 92612
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: OFFICERS(Enter additional officers in Section E.)
NAME: Glenn J Keeler NAME: Leigh Hansen NAME: Douglas F Bauer
TITLE: Chief Financial Officer TITLE: Vice President TITLE: Chief Executive Officer
ADDRESS: ADDRESS: ADDRESS:
3161 Michelson,Suite 1500 3161 Michelson,Suite 1500 3161 Michelson,Suite 1500
Irvine,CA 92612 Irvine,CA 92612 Irvine,CA 92612
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entity.
David C Lee 2/14/2024
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
David C Lee Secretary
Print or Type Name of Officer Print or Type Title of Officer
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

SECTION E: ADDITIONAL OFFICERS
NAME: David C Lee NAME: Glenn J Keeler NAME: Thomas J. Mitchell
TITLE: Secretary TITLE: Treasurer TITLE: president
ADDRESS: ADDRESS: ADDRESS:
3161 Michelson, Suite 1500 3161 Michelson, Suite 1500 3161 Michelson, Suite 1500
Irvine, CA 92612 Irvine, CA 92612 Irvine, CA 92612
NAME: Thomas J. Mitchell NAME: Glenn J Keeler NAME: Douglas F Bauer
TITLE: Executive Director TITLE: Executive Director TITLE: Executive Director
ADDRESS: ADDRESS: ADDRESS:
3161 Michelson, Suite 1500 3161 Michelson, Suite 1500 3161 Michelson, Suite 1500
Irvine, CA 92612 Irvine, CA 92612 Irvine, CA 92612
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS: