WQ0042899_Application (FTSE)_20211115

Landworks Design Group, P.A.
1230 West Morehead Street, Suite 304
Charlotte, NC 28208
Memorandum
Date: October 7, 2021
To: NCDEQ
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Beatties Ford Road Site
Job #: 20019
Re: Beatties Ford Road Private Sanitary Sewer
Tel: [phone]
Fax: [phone]
-----'REC 7VED T EQiDWR
OCT 122021
MO©RESVILWQROS
LE REGIONAL OFFICE
On behalf of The Drakeford Company, we are submitting a Fast -Track Application (FTA 04-16) for
gravity sewers for the construction of "Beatties Ford Road Site" private sanitary sewer and related
appurtenances. This submittal contains two copies of the following documents:
• Project Narrative
• Completed application FTA 04-16
• HOA Operation Agreement Form HOA 3-19
• Corporation Document for The Drakeford Company
• Flow Acceptance letter
• Area Map
• Street Level Map
• $480.00 fee
Appropriate forms have been signed by the proper representatives.
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we could aid in your review, please feel free to contact me at 704.841.1604.
Regards,
Landworks Design Group, PA.
Steven S. Wilson, PE
P:12020 Jobs120019 - 530 Beatties Ford Road - Drakeford1Permit Submittals & ApprovalslUtility SubmittalslPrivate Sewerll_20019 DENR
Private Sewer Submittal Memo -Cover letter docx

Landworks Design Group, P.A.
1230 West Morehead Street, Suite 304
Charlotte, NC 28208
Project Narrative
Date: October 7, 2021
To: NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Beatties Ford Road Site
Job #: 20019
Re: Beatties Ford Road Site Sanitary Sewer Narrative
Tel: [phone]
Fax: [phone]
RECEIVED/NCDEQ/DWR
OCT 12 2021
MOORESVILWOROS
LE REGIONAL OFFICE
The proposed Beatties Ford Road Site will be a 14-townhome unit subdivision.
This project will consist of approximately +/- 183 of 8" private gravity sewer and related
appurtenances, which will connect to an 8" public gravity sanitary sewer within the project area.
The estimated sewage flow from this project is 2,660 gpd based on the following calculations;
14 units @ 190 gallons per day per unit = 2,660 gallons per day.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE
P:12020 Jobs120019 - 530 Beatties Ford Road - Drakeford\Permit Submittals & ApprovalslUtility Submittals Private Sewer12_20019 DWQ -
Fast Track Narrative. docx

Landworks Design Group, P.A.
1230 West Morehead Street, Suite 304
Charlotte, NC 28208
Project Narrative
Date: October 7, 2021
To: NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Beatties Ford Road Site
Job #: 20019
Re: Beatties Ford Road Site Sanitary Sewer Narrative
The proposed Beatties Ford Road Site will be a 14-townhome unit subdivision.
Tel: [phone]
Fax: [phone]
This project will consist of approximately +/- 183 of 8" private gravity sewer and related
appurtenances, which will connect to an 8" public gravity sanitary sewer within the project area.
The estimated sewage flow from this project is 2,660 gpd based on the following calculations;
14 units @ 190 gallons per day per unit = 2,660 gallons per day.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE
P:12020 Jobs120019 - 530 Beatties Ford Road - DrakefordlPermit Submittals & ApprovalslUtitity Submittats'Private Sewerl2 20019 DWQ -
Fast Track Narrative. docx

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:1 - Co "► ( (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: The Drakeford Company (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
OCT 12 201
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Robert Drakeford per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 1914 Brunswick Ave., IA
City: Charlotte State: NC Zip: 28207-
5. Applicant's contact information:
Phone number: [phone] Email Address: bobby(a,tdcrealestate.com
II. PROJECT INFORMATION:
1. Project name: Beatties Ford Road Site
2. Application/Project status:
® Proposed (New Permit)
If a modification, provide the existing permit number: WQ00
WR
WOROS
MOORESVILLE REGIONAL OFFICE
❑ Other
❑ Existing Permit/Project
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: 35.248°Longitude: -80.856°
5. Parcel ID (if applicable): 07821203, 07821202, 07821201
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Steven S Wilson License Number: 15497
Firm: Landworks Design Group
Mailing address: 1230 West Morehead Street, Suite 304
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: swilsonAlandworkspa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek WWTP Permit Number: NC0024945
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El 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 Operational Agreement (FORM: HOA) been attached?
® Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
0 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 ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T ,0114(fl? 0 Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f9
Daily Design Flow a,b
No. of Units
Flow
Townhomes
190 gal/unit/day
14
2,660 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,660 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,660 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 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:
❑ 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 .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
183
PVC/ 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 .0305 & MDC (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
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
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
➢ 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .03054) & (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 webpage
> If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
> 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
> Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401 & Buffer Permitting Branch
5. 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 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
• 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 Minimum Design Criteria for the Permitting of Pum
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
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, U ,S9
(Professional Engineer's name from Application Item IIL1.)
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. �`� t y'CA R frrr'
North Carolina Professional Engineer's seal signature, and date: � ' .1 Ecs • GC i ,,,
y
r e
3. Applicant's Certification per 15A CAC 02T s 106(b):
I,
Ar
(Signature Authority's na 0: title from Application I
'/i,, N S. W �� ,.‘` �. Aj(A.l.t.t.l.tt��
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 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.
Date:
FORM: FTA 04-16
Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF
Permit No. WQb?71
HOME/PROPERTY OWNERS' 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
The Drakeford Company , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Beatties Ford Road Site
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to nrnvir1P filndQ few e„P,•ar;c,n, maintenance, re -construction and
repair.
2. The ASSOCIATION de
disposal to serve the Dev
3. The ASSOCIATION has
215.1 to construct, maint
4. The Development was c;
lands through filing of a
or 47F of the North Caro:
5. The COMMISSION desi:
maintained and operated
waters of the State and th
-System to provide sanitary sewage
of a permit pursuant to G.S. 143-
ngs units, other improvements and
claration), pursuant to Chapter47C
,velopment is properly constructed,
in order to protect the quality of the
NOW, THEREFORE, in consic r_ _______ -erived by each of the parties hereto,
the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to 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 ASSOCIATION 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 bythe Association except for Federal, State, and local taxes and insurance.
FORM: HOA 03-19 Page 1 of 2

3. The ASSOCIATION 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 fund allocated for the facility and shall be part of
the yearly budget.
4. In the event the common expense allocation and separate fund(s) 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 be provided such that special assessments can be made
as necessary at anytime.
5. 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 ASSOCIATION 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.
6. 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 ASSOCIATION 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 bythe issuance of a permit.
7. The ASSOCIATION 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
ASSOCIATION'S successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. 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 .I�S � � y �, C� GP1,l/
MANAGEMENT COMMISSION Name of ASSOCIATION
By: J
S. Daniel Smith (Signature)
Director, Division of Water Resources f r�
Print Name and Title
(Date)
FORM: HOA 03-19 Page 2 of 2

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal. Name
The Drakeford Company, LLC
Information
Sosld: 0612367
Status: Current -Active O
Date Formed: 12/6/2001
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Drakeford, Robert T.
Addresses
Mailing Principal Office Reg Office
1914 Brunswick Ave Ste 1A 1914 Brunswick Ave Ste 1A 1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891 Charlotte, NC 28207-1891 Charlotte, NC 28207-1891
Reg Mailing
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Robert T Drakeford
1914 Brunswick Ave Ste 1A
Charlotte NC 28207
https://www.sosnc.gov/online_services/search/Business_RegistrationResults 10/13/2021

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Landworks Design Group
Project Name for which flow is being requested: Beatties Ford Road Site (Residential)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater, flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 10.676
e. WWTP facility's actual avg. flow 74.925
f. Total flow for this specific request 0.00228
g. Total actual and obligated flows to the facility 85.601
h. Percent of permitted flow used 86.5%
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.
4/21/2021
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10- l 8

CHARLOTTE
April 21, 2021
Mrs. Madison Steinbrenner
Landworks Design Group
7261 Little Avenue
Suite 111
Charlotte, NC 28226
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BEATTIES FORD ROAD SITE
526-536 BEATTIES FORD ROAD SITE, CHARLOTTE, NC 28216
CLTWATER TRACKING# 20211996
After an analysis of the sanitary sewer associated with the proposed design of project, 20211996,
BEATTIES FORD ROAD SITE, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 2,280 gallons per day (12 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,
GIA4 ,LWrwto- Awzo{a,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvcl, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

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10/4/21, 4:10 PM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
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an Amended a Annual Report form
Limited Liability Company
Legal Name
The Drakeford Company, LLC
Information
Sosld: 0612367
Status: Current -Active 0
Date Formed: 12/6/2001
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Drakeford, Robert T.
Addresses
Mailing Principal Office Reg Office
1914 Brunswick Ave Ste 1A 1914 Brunswick Ave Ste 1A 1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891 Charlotte, NC 28207-1891 Charlotte, NC 28207-1891
Reg Mailing
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Robert T Drakeford
1914 Brunswick Ave Ste 1A
Charlotte NC 28207
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1 /1