WQ0043589_Application (FTSE)_20220811

Gateway Design Group
15126 Castlebridge Lane, Matthews, NC 28104
910-840-2661
[e-mail]
June 30, 2022
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue, #301
Mooresville, NC 28115
Project: 3819 Tuckaseegee Townhomes
Project Location: Mecklenburg County, North Carolina
Dear Sir or Madam,
On behalf of Taybilt Homes, LLC, please find attached the following:
AT
GROUP
RECEIVED/NCDEQ/DWR
JUL 0 8 2022
MOORESVILLWQROS
E REGIONAL OFFICE
1. One original and one copy of the Sewer System Extension Applications (FTA-04-16)
2. Cover letter
3. Application fee of $48o payable to North Carolina Department of Environmental Quality
(NCDEQ) (under separate cover)
4. 8.5 x 11— USGS topographic map/Street level map
5. Flow Tracking Form (FTSE 10-18)
6. Proof of business entity
This project involves the construction of gravity sewer to serve 19 townhome lots.
Please contact me with any questions/comments.
Sincerely,
Josh Butler, P.E.
President / Owner

DocuSign Envelope ID: 2FF49E64-DB25-4DAE-A27A-75BC9AF8E8B1
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 0! � 2©I ' ((to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Taybilt Homes, LLC (company, municipality, HOA, utility, etc.) WORM
REGIONAL OFFICE
2. Applicant type: ❑ Individual ►1 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
RECEIVED/NCDEQ/DWR
JUL 082022
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Rama Yada per 1 A NCAC 02T .0106(b)
Title: Managing Member
4. Applicant's mailing address: 8021 Wicklow Hall Dr
City: Matthews State: NC Zip: 28104-
5. Applicant's contact information:
Phone number: [phone] Email Address: ramayadana,gmail.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: 3819 Tuckaseegee Townhomes
2. Application/Project status: /1 Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 35.246008° Longitude: -80.889391°
5. Parcel ID (if applicable): 06503606
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Josh Butler License Number: 048418
Firm: Gateway Design Group, PLLC
Mailing address: 15126 Castlebridge Lane
City: Matthews State: NC Zip: 28104-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQunknown
Downstream (Receiving) Sewer Size: 8" inch
System Wide Co/leak sh Numbeas} (if blc): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

DocuSign Envelope ID: 2FF49E64-DB25-4DAE-A27A-75BC9AF8E8B1
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes ❑No ►1N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's O eratio al Agreement (FORM: DEV) been attached?
3. If the Applicant is a €-
ro
Owners'
4. Origin of wastewater: (check all that apply):
Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
s
Yes ❑No ❑N/A
oelation,
0
rational A;
❑ Yes ❑No ON/A
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
FORM: HOA) been attached?
0 Car Wash
0 Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f`? ❑ Yes ❑ No
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02g .01 4 ft)
Daily Design Flow a,b
No. of Units
Flow
Townhomes (3 bedroom)
190 gal/unit
19
3,610 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,610 GPD
a See 15A NCAC 02T .0114(b), (d)4(e)(1)and (e)(2j for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,610 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

DocuSign Envelope ID: 2FF49E64-DB25-4DAE-A27A-75BC9AF8E8B1
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021' .0305 & ivlD ; Gravity
1. Summarize gravity sewer to be permitted:
Size (inches)
6"
Length (feet)
233.0
Material
PVC
8"
26.0
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .03€05 & NIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with I5A 1`1CAC 02T .0305(h}( :
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

DocuSign Envelope ID: 2FF49E64-DB25-4DAE-A27A-75BC9AF8E8B1
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f (gi
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes 0 No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched 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
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 (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305() cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(} ot___Ligl, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes ❑ No ►1 N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes 0 No 4 N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & 1 t_tf er er omitting Branch
❑Yes ►/No
5. Does project comply with 15A NCAC O2T.0105(c)16) (additional permits/certifications)? ►/ Yes 0 No
Per 15A NCACO2T.0105(c)(C), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
0 Yes ❑ No ►/ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

DocuSign Envelope ID: 2FF49E64-DB25-4DAE-A27A-75BC9AF8E8B1
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the MinimumDcsign Criteriafor the Permitting of Pt ri3p Stab©
and Force Mains (latest version), and the Gravity Serer Minimum Dcsit n Cr iti ria (latest version) as applicable?
►5
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I,
Josh Butler attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowin ly Takes any false
statement, representation, or certification in any application package shall be � o a l?P¢4Mr, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 .r r violation.
North Carolina Professional Engineer's seal, signature, and date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Rama Yada attest that this application for
(Signature Authority's name & title from Application Item I.3.)
@ O%
Poc�ss`,oz (,.
SEAL 1 a
' 048418
xi
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S �-Nt3lPlEE .-tr,"4o
,,fly,,,, BU-C � o
hunniii0-.36-22,
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 1 43- 1 a and 143-215.6I3, 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.
DocuSigned by:
-ta 6/30/2022
Signature: 2CE1 F74AB4o644F... Date:
FORM: FTA 04-16 Page 5 of 5

DocuSign Envelope ID: FC66E239-EA48-413A-B569-4CB1933692D3
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG Permit No.
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
Taybilt Homes, LLC , 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 3819 Tuckaseegee Townhomes (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S.
143-215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (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 and repair.
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 and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DM/ OR-13 Page 1 of 2

FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
S. Jay Zimmerman, P.G.
Director, Division of Water Resources
DocuSign Envelope ID: FC66E239-EA48-413A-B569-4CB1933692D3
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require 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 a permit.
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:
Taybilt Homes, LLC
Name o EV1 ER
'Wm. gala.
By: 2CEt F74AB40644F...
(Signature)
Rama Yada - Member
Print Name and Title
6/30/2022
(Date) (Date)
FORM: DEV OR-13 Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Gateway Design Group
Project Name for which flow is being requested: 3819 Tuckaseegee Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 9.751
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
74.742
0.00361
84.497
85.4%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Tuckaseegee Road
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under 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.
6/25/2021
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

CHARLOTTE
July 1st, 2021
Mr. Josh Butler
Gateway Design Group
15126 Castlebridge Lane
Matthews, NC 28104
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
3819 TUCKASEEGEE TOWNHOMES
3819 TUCKASEEGEE ROAD, CHARLOTTE, NC 28208
CLTWATER TRACKING# 20213723
After an analysis of the sanitary sewer associated with the proposed design of project, 20213723,
3819 TUCKASEEGEE TOWNHOMES, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 3,610 gallons per day (19 units x 190 gpd/unit) at the
connection point(s) indicated on the submitted utility plan for transmission to the Irwin Creek
Wastewater Treatment Plant; NPDES permit number NC0024945, for treatment. This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works.
Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
GaZaerwko- Awzo{,a
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
P: 704 432-58 - ¢ / charlc ttewater.arq
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
R!?? Operated by the City of Charlotte

U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
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2019

6/30/22, 9:59 AM
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Limited Liability Company
Legal Name
TAYBILT HOMES LLC
Information
Sosld: 2338847
Status: Current -Active O
Date Formed: 1/19/2022
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentpnnual Report Status:
Registered Agent: YADA, RAMA
Addresses
Mailing Principal Office Reg Office
8021 Wicklow Hall Dr 8021 Wicklow Hall Dr 8021 Wicklow Hall Dr
Matthews, NC 28104-8067 Matthews, NC 28104-8067 Matthews, NC 28104-8067
Reg Mailing
8021 Wicklow Hall Dr
Matthews, NC 28104-8067
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online services/search/Business_Registration_Results 1/1