WQ0043657_Application (FTSE)_20220909

Date: 08/03/2022
To:
NCDEQ
Mooresville Regional Office — Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
From: BGE, Inc. / Andrew Grant / Laine Krysl
Reference: Galloway Townhomes
Transmittal
RECEIVED/NCDEQ/DWR
AUG ®5 2022
WQROS
MOORESVILLE REGIONAL OFFICE
Item No.
1.
Number of Copies
2
Description
Fast Track Application (Form: FTA 06-21)
2.
2
LLC NC Registration
3.
2
Developers Agreement
4.
2
8.5"x11" Color USGS Topographic Site Map
5.
2
8.5"xl 1" Color Aerial Site Map
6.
2
Flow Tracking/Acceptance Form (Form: FTSE 10-18)
7.
1
Application Fee — Check ($480.00)
8.
2
Onsite approved Utility Plan, Profile and Detail Sheets
Comments:
The proposed sewer lines of interest consist of approx. 1,194 L.F. of private 8" PVC pipe, a pump
station and 514 L.F. of 4" PVC force main which will serve 63 townhome units and an amenity.
Please see the attached Utility Plan for the location of this sewer lines.
BGE, Inc.
[phone]
Andrew Grant
[e-mail]
Laine Krysl
lkrysl @bgeinc.com
Serving. Leading. Solving.''
1111 Metropolitan Avenue, Suite 250 • Charlotte, North Carolina 28204 • 980-220-2322

RECEIVED/NCDEQ/DWR
AUG - 5 2022
WQROS
MOORESVILLE REGIONAL OFFICE
August 3, 2022
W. Corey Basinger, Regional Supervisor
NCDEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
RE: Galloway Road Townhomes — Fast Track Sewer System Extension Application
Dear Mr. Basinger:
Enclosed is the application and supporting documentation for the Fast Track Sewer System
Extension Application for the Galloway Road Townhomes project located on tax parcel 02911104 at
Galloway Road and John Adams Road in the City of Charlotte, Mecklenburg County, NC.
This townhome development proposes 63 — 3-bedroom townhome units and a proposed amenity
center consisting of a pool and clubhouse, these total for an estimated daily sewer flow of 15,979
gallons per day. The sewer system is approximately 1,194 LF of 8" gravity sewer line connecting to
the proposed Galloway Pump Station. The Galloway Pump Station discharges through approximately
514 LF of proposed 4" forcemain connecting to the proposed public gravity sewer manhole within
Galloway Road. After the forcemain connection, the public proposed gravity sewer line continues
down John Adams Road and connects to the existing City of Charlotte gravity sewer line.
Please contact me at [e-mail] or [phone] if you require any additional
information for this application.
Sincerely,
Andrew P. Grant, PE
Director, Land/Site
Serving. Leading. Solving."'
1111 Metropolitan Avenue. Suite 250 Charlotte, North Carolina 28204 980-220-2322

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,/ tX U (R3 1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: 1124 Galloway LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ►/ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County —I Municipal ❑ Other
3. Signature authority's name: Mark L. Maynard, Sr. per 15A NCAC 02T .0106(b)
Title:Manager
4. Applicant's mailing address: 332 Military Cutoff Rd.
City: Wilmington State: NC Zip: 28405-
5. Applicant's contact information:
Phone number: [phone] Email Address: jr(7a,tributecompanies.com
RECEIVED/NCDEQ/DWI
AUG - 5 2022
II. PROJECT INFORMATION:
1. Project name: Galloway Road Townhotnes
2. Application/Project status:
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: 35.340523° Longitude: -80.739171°
5. Parcel ID (if applicable): 02911104
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew P. Grant, PE
Firm: BGE, Inc.
Mailing address: 1111 Metropolitan Avenue, Suite 250
City: Charlotte State: NC Zip: 28204-
Phone number: [phone] Email Address: agrantna,bgeinc.com
License Number: 044291
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:
Owner Name:
Permit Number:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
Systein Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 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?
0 Yes ❑No ►1N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A rc ement (FORIyi: DEV been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Hon e/Pro peA reement (FORM: HQA) been attached?
0 Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
0 Businesses / offices / factories
❑ Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
0 Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A .NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
0 Car Wash
0 Hotel and/or Motels
® Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
0 Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ❑ Yes ►1 No
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T,0114(f))
Daily Design Flow a,b
No. of Units
Flow
3 bedroom residential townhome
190 gal/townhome unit
63 units
11,970 GPD
Pool
10 gal/person (1 person / 15 sf)
401 people
(6,014 sf)
4009 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15,979 GPD
a See 15A NCAC 02T .0114(b), (d (e}{1) and ie)(2} for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.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: 15,979 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T ,00 & MDC (Grayity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,194
PVC
➢ 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 .0305 & MDC (Pump Stations/Force Mains :
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Galloway Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.340776° Longitude: -80.739789°
3. Design flow of the pump station: 0.101 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 106 gallons per minute at 26.0 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
514
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
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
A 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):
A 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(1) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
®Yes 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(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weba
➢ If noncompliance with 02T.0305 orb see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ 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 ❑ No ❑ 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 & Buffer Permitting Branch
® Yes ❑ No
5. Does project comply with 15A NCAC 02T.0105(c)(c) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 c)(6), 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.
❑ 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minunum 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
IfNo, 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:
Otia W Q. CIRa - T
(Professional Engineer's name from Application Item 1II.1.)
attest that this application for
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 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 0 \\ cys� C cam' �a \C' sz i—
(Signature Authority's name & title from Apixlication Item I.3.)
11411114,1114,4
SEAL -
044291 47,
attest that this application for
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 I43-215.6B, 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:
FORM: FTA 04-16 Page 5 of 5

T
CAOLIN
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
ARTICLES OF ORGANIZATION
OF
1124 GALLOWAY LLC
the original of which was filed in this office on the 30th day of June, 2020.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 30th day of June, 2020.
Scan to verify online.
Certification# C202018200587-1 Reference# C202018200587-1 Page: 1 of 3
Verify this certificate online at https://www.sosnc.govfverification
Secretary of State

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 26th day of
April 2022 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
1124 Galloway 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 beknown
as Galloway Road 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, 1124 Galloway LLC - Galloway Road Townhomes (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 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: DEV 03-19 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL 1124 Galloway LLC
MANAGEMENT COMMISSION Name of DEVELOPER
Richard E. Rogers, Jr.
Director, Division of Water Resources
(Signature)
Print Name and Ti
(Date) (DM
FORM: DEV 03-19 Page 2 of 2

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: BGE, Inc.
Project Name for which flow is being requested: Galloway Road 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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: NC0030210
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 2.005
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
9.375
0.01269
11.393
94.9%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Unknown
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.
Digitally signed by Keri Cantrell
Date: 2022.05.06 10:25:17 -04'00'
Adobe Acrobat version: 2022.001.20085
5/6/2022
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

CHARLOTTE
May 9, 2022
Mr. David Hall
BGE, Inc.
1111 Metropolitan Avenue
Charlotte, NC 28204
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
GALLOWAY ROAD TOWNHOMES
1124 GALLOWAY ROAD, CHARLOTTE, NC 28262
CLTWATER TRACKING# 20223377
After an analysis of the sanitary sewer associated with the proposed design of project, 20223377,
GALLOWAY ROAD TOWNHOMES, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 12,690 gallons per day (63 units x 190 gpd/unit; 72
people x 10 gpd/person) at the connection point(s) indicated on the submitted utility plan for
transmission to the Mallard Creek Wastewater Treatment Plant; NPDES permit number
NC0030210, 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, and 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,
Guki U rm.v- A Kac,L&
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
Charlotte Water 5100 Brookshire Blvcl, Charlotte, NC 28216 charlottewater.org
OP Operated by the City of Charlotte

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Limited Liability Company
Legal Name
1124 Galloway LLC
Information
Sosld: 2003786
Status: Current -Active
Date Formed: 6/30/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Hollis, Robert J,
Addresses
Mailing Principal Office Reg Office
332 Military Cutoff Rd 332 Military Cutoff Rd 332 Military Cutoff Rd
Wilmington, NC 28405 Wilmington, NC 28405 Wilmington, NC 28405
Reg Mailing
332 Military Cutoff Rd
Wilmington, NC 28405
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Mark L Maynard , Sr
332 Military Cutoff Rd
Wilmington NC 28405
https://www.sosnc.gov/online_services/search/Business Registration_Results 8/5/2022