WQ0042765_Application (FTSE)_20210827

Jenkins Townhomes
Cover Letter
UDP PROJECT No: 20-CLT-167
Applicant
Saratoga Asset Management
Raymond Wetherington
10205 Stonemede Ln
Matthews, NC 28105
[phone]
Project Location
3960 Craig Avenue, Charlotte, NC 28211
Engineer
Urban Design Partners
Brian D. Smith, P.E.
1213 W. Morehead St., Suite 450
Charlotte, NC 28208
[phone]
RECEIVED/NCDEQ/DWR
AUN 214 2021
(MOORESVILWOROS
LE REGIONAL OFFICE
Project Description
Saratoga Asset Management is constructing 5 buildings (30 townhomes) for
multi -family residential use on the 2 acre site. The buildings will be served by a
private sanitary sewer and water main. The private water and sewer lines
connect to existing mains along Craig Avenue.
This project includes the installation of 5 LF of 6-inch DIP domestic water (from tap
to meter) and 46 LF of 6-inch PVC domestic water (from meter to backflow). An
additional 607 LF of 6-inch pvc domestic water line will be routed to the buildings.
The project also includes the installation of 736 LF of 8" PVC sanitary sewer line.
See attached utility plan for reference.

TRANSMITTAL
URBAN
DESIGN
PARTNERS
To: Barry Love - NCDEQ
Mooresville Regional Office
Water Quality Section
610 East Center Ave. Ste 301
Mooresville, NC 28115
Phone: [phone]
Fax:
1213 w. morehead st.
suite 450
charlotte, nc 28208
Date: 8/23/2021
P 704.334.3303
F 704.334.3305
RECEIVED/NCDEQ/DWR
AUf 2' 4 2021
WOROS
MOORESVILLE REGIONAL OFFICE
Project Name: Jenkins Townhomes
Project No: 20-CLT-167
Transmitted Via:
❑ Overnight
❑ Courier
❑ Hand
® Mail
❑ Fax
Action:
® For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
Number
Date
Description
1
Cover Letter
2
Fast Track Applications (1 original & 1 copy)
1
CLT Water FA Letter & FTSE Letter
1
Water Calculations Report
1
Site Map
1
Street Level Map
1
Topo Map
1
Developer's Operational Agreement
1
Articles of Organization
2
Full Size Private Sewer Utility Plan
1
Check for $480 payable to NCDEQ
Comments
Please let me know if you have any questions,
Darvin Wilson
Cc: Brian D. Smith, PE

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: 4I Q ' / /M:7.bto be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Saratoga Asset Management (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Raymond Wetherington per 15A NCAC 02T .0106(b)
Title: Managing Member
4. Applicant's mailing address: 10205 Stonemede Lane
City: Matthews State: NC Zip: 28105-
5 Applicant's contact information:
Phone number: [phone] Email Address: Ray(a,Saratogaam.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: Jenkins 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: 35.18598° Longitude: -80.78401°
5. Parcel ID (if applicable): 15715201
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian D. Smith License Number: 27890
Firm: Urban Design Partners
Mailing address: 1213 W. Morehead Street, Suite 450
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: brianAurbandesignpartners.com
RECEIVED/ NCDEQ/DWR
AUG 2'4 2021
W©ROS
MOORESVILLE REGIONAL OFFICE
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Keri Cantrell
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 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Single Family Townhome Residential
190 gal/day/unit
30
5,700 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5,700 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater des'gn 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: 5,700 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
❑ 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
770
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:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - °
3.
4.
5.
Design flow of the pump station:
Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
gallons per minute at
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 .0305(f) & (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 ® 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 ® 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
El Yes ®No
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 ❑ 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 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, 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, Brian D. Smith
(Professional Engineer's name from Application Item I11.1.)
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. Applic ation per 15 NCAC 02T
I,
06(b):
(Signature Authority's 1fl e & title from Application Item I.3.)
'9/
��qN D • SO0 08.06.2021
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.
Signature:
Date: if f VZ6L
FORM: FTA 04-16
Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF PAcx \(
Permit No. C 4 U©L1-a 7
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) 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
SGr- r A NN. cwNA.V1441/1fi 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 OA (c,k \ovt-r County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as
C ML. i v. S i t't (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 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 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.
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
MANAGEMENT COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date)
Goro,41, eM
Name DEVELOPER
By:
(Signa
tr
Print'+ame and Title
(,/
(Date)
FORM: DEV 03-19 Page 2 of 2

CHARLOTTE
May 24, 2021
Mr. Darvin Wilson
Urban Design Partners
1213 West Morehead Street
Suite 450
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
JENKINS TOWNHOMES
3960 CRAIG AVENUE, MINT HILL, NC 28211
CLTWATER TRACKING# 20212732
After analysis of the sanitary sewer associated with the proposed project, 20212732, JENKINS
TOWNHOMES, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 5,700 gallons per day (30 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 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 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) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two (2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance request must be made.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Gwine** me, Apvzo-Ca
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
52 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 10-18)
Entity Requesting Allocation: Urban Design Partners
Project Name for which flow is being requested: Jenkins 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: 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 9.244
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
0.0057
83.992
84.8%
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** Cun-ent 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): Craig Avenue
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.
5/24/2021
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

WATER CALCULATIONS
FOR
JENKINS TOWNHOMES
3960 Craig Ave, Charlotte, NC 28211
Saratoga Asset Management
10205 Stonemede Lane
Matthews, NC 28105
Date: 08/04/2021
Revised:
1318 Central Avenue, Suite E6
Charlotte, NC 28205
NCBELS Firm #: P-0418
SC COA #: C-03044
Project No: 20-CLT-167
Calculations By: DJW
.6 SS164; .
-, • !GIN �S`e
D Sit
08.06.2021

Jenkins Townhomes
Cover Letter
UDP PROJECT No: 20-CLT-167
Applicant
Saratoga Asset Management
Raymond Wetherington
10205 Stonemede Ln
Matthews, NC 28105
[phone]
Project Location
3960 Craig Avenue, Charlotte, NC 28211
Engineer
Urban Design Partners
Brian D. Smith, P.E.
1213 W. Morehead St, Suite 450
Charlotte, NC 28208
[phone]
Project Description
Saratoga Asset Management is constructing 5 buildings (30 townhomes) for
multi -family residential use on the 2 acre site. The buildings will be served by a
private sanitary sewer and water main. The private water and sewer lines
connect to existing mains along Craig Avenue.
This project includes the installation of 5 LF of 6-inch DIP domestic water (from tap
to meter) and 46 LF of 6-inch PVC domestic water (from meter to backflow). An
additional 607 LF of 6-inch pvc domestic water line will be routed to the buildings.
The project also includes the installation of 736 LF of 8" PVC sanitary sewer line.
See attached utility plan for reference.

Water Layout

Node ;Value
Elevation
Base Demand
Demand
: Head :
Pressure
Node ID
ft.
GPM
GPM
ft
psi
Rine
727.4
0
0
841.55
49.46
1unc,3
723.6
0
0
839.96
50.42
Junc4
723.7
0
0
839.18
50.04
June, -.
723.3
0
0
839,96
50.55
June6 ';
722.7
0
0
839.96
50.81
' 1100c 7
721.5
0
0
839.96
51.33
June8 ;
720.75
0
0
839.96
51.65
-;Ione, .
720.2
0
0
839.96
51,89
Jun 10.i
720.1
0
0
839.96
51.94
June 11.,,
720.1
0
0
839.96
51.94
uric 12
720.7
0
0
839.96
51.68
nc13, -
721.5
0
0
839.96
51.33
Ju1e14 '
723.6
0
0
838.27
49.69
""Jun
725.35
0
0
838.27
48.93
iunc1 -=-
725.8
0
0
838.27
48.73
Tunc 1T --
725.85
0
0
838.27
48.71
Jlini? 18
724.6
0
0
838.27
49.25
JUttc 15-
724.4
0
0
838.27
49.34
June;:,
723.8
0
0
838,27
49.6
Jutic21."
723.6
0
0
838.27
49.69
.Iu c22, -
723.6
0
0
838.27
49.69
,. Juns23'`
723.5
0
0
838.27
49.73
Js1ne4----
723.4
0
0
838.27
49.77
June 2 s
723.3
0
0
838.27
49.82
au0C 2":ii
725.2
0
0
838.27
48.99
June27-:%
724.4
0
0
838.27
49.34
'ink.-28
723.8
0
0
838.27
49.6
Jun6 RI =1
723.8
0
0
838.27
49.6
5unc30
723.1
0
0
838.27
49.9
Junc 31:�;,:
723.1
0
0
838.27
49.9
10-nc32 :,
722.5
0
0
838.27
50.16
.iune83,%
722.5
0
0
838.27
50.16
Junc34 `";
722
0
0
838.27
50.38
itinc 35 ,
721.9
0
0
838.27
50.42
JunelH-5
720.58
0.5
0.4
839.96
51.73
JuneTH-4
721.25
0.5
0.4
839.96
51.43
JUrielN..3 `.
721.92
0.5
0.4
839.96
51.14
JuacTH-2
722.58
0.5
0.4
839.96
50.86
Jun0TH=1-
723.25
0.5
0.4
839.96
50.57
June;TH=-6
723.25
0.5
0.4
839.16
50.22
Junc TH7
722.58
0.5
0.4
839.93
50.85
JuneTt-8 r
721.92
0.5
0.4
839.93
51.14
JuncTM-9.
721.25
0.5
0.4
839.93
51.43
J6ncTH- 0=
720.58
0.5
0.4
839.93
51.72
Junc-'
724.7
500
400
838.15
49.16
JuneTH 1
725.55
0.5
0.4
838,25
48.83
Junc TK12„
724.88
0.5
0.4
838.25
49.12
luncTH-t433
724.22
0.5
0.4
838.25
49.41
JuncTI444
723.55
0.5
0.4
838.25
49.7
1uucTH7,5i
722.8
0.5
0.4
838.25
50.02
June'1.20,=
723.58
0.5
0.4
838.27
49.69
Jptie TH?S-9„
724,25
0.5
0.4
838.27
49.4
JuncH18
724,92
0.5
0.4
838.27
49.11
JUncTH 7==
725.58
0.5
0.4
838.27
48.83
JuncTH421
725.25
0.5
0.4
838.26
48.97
JuncfH-26
725.25
0.5
0.4
838.24
48.96
JUncTH-27;
724.58
0.5
0.4
838.24
49.25
JuneTH-28
723.92
0.5
0.4
838.24
49.54
JuneTH-29a
723.25
0.5
0.4
838.24
49.83
June TH 30
722.58
0.5
0.4
838.24
50.12
June TH-25 -
722.58
0.5
0.4
838.26
50.12
Junerf1424'i
723.25
0.5
0.4
838.26
49.83
JuncTH-23r,
723,92
0.5
0.4
838.26
49.54
June,TH-22
724.58
0.5
0.4
838.26
49.26
JUnCTH-16
726.25
0.5
0.4
838.27
48.54
ResvrEXFH
732
#N/A
-412
732
0
rikY@lugs „
Unit Headloss
Friction Factor
length
Diameter.
Roughness
Flow
Velocity
Link ID
ft `'
in
:
GPM
fps
. ft/Kft
Pipe 2
95.71
6
120
412
4.68
16.65
0.025
Pipe 3
14
6
120
3.6
0.04
0
0.084
Pipe 4
13
6
120
3.2
0.04
0
0
Pipe 5 i
17
6
120
2.8
0.03
0
0
Pipe6
5.25
6
120
2.4
0.03
0.01
0.505
Pipe 7:
10.8
6
120
2
0.02
0
0
Pipe 8
4,8
6
120
1.6
0.02
0
0
Pipe 9
10.8
6
120
1,2
0.01
0
0
Pipe 10
4.8
6
120
0.8
0.01
0
0
Pipe 11
4
6
120
0.4
0
0
0
Pipe 127
24
0.75
120
0.4
0.29
1.1
0.052
Pipe 13
24
0.75
120
0.4
0.29
1.1
0.052
Pipe 14'
4
0,75
120
0.4
0.29
1.1
0.052
Pipe 15::
24
0.75
120
0.4
0.29
1.1
0,052
Pipe 16
24
0.75
120
0,4
0.29
1.1
0.052
Pipe,17 :
4
0.75
120
0.4
0.29
1.1
0.052
Pipe 18
4
0.75
120
0.4
0.29
1.08
0.052
Pipe 19
4
0.75
120
0.4
0.29
1,1
0.052
Pipe 20=.
4
0.75
120
0.4
0.29
1.08
0.052
Pipe21'
1000
12
100
408.4
1.16
0.78
0.038
Pipe22;
16.75
0.75
120
0.4
0.29
1.1
0.052
Pipe23;
55.4
6
120
408
4.63
16.35
0.025
Pipe 24
7.7
6
120
400
4.54
15,76
0.025
Pipe 25
29.6
6
120
8
0,09
0,01
0.04
Pipe26
16.75
0.75
120
0.4
0.29
1.1
0.052
Pipe27`
1000
12
100
7.6
0.02
0
0.068
Pipe28
35.77
6
120
3,2
0.04
0
0.042
Pipe 29
5
6
120
2.8
0.03
0
0
Pipe 30
16.5
6
120
2.4
0,03
0
0,161
Pipe 31'
5.8
6
120
2
0.02
0
0
Pipe 32
3
6
120
1,6
0.02
0
0
Pipe33
5.5
6
120
1.2
0.01
0
0
Pipe,34:
18
6
120
0.8
0.01
0
0
Pipe 35
4.3
6
120
0.4
0
0
0
Pipe36-
7
6
120
0.4
0
0
0
Pipe 37
21
0.75
120
0.4
0.29
1.1
0.052
Pipe 38
7
6
120
0.4
0
0
0
Pipe 39s.
21
0.75
120
0.4
0.29
1,1
0.052
Pip640s
7
6
120
0.4
0
0
0
Pipe 41!
21
0.75
120
0.4
0,29
1.1
0.052
Pipe 42<
21
0.75
120
0.4
0.29
1.1
0.052
Piipe43i
7
6
120
0.4
0
0
0
Pipe44-`
1000
12
100
4.4
0.01
0
0.076
Pipe4$
6.75
6
120
0.4
0
0
0
Pipe46
1000
12
100
4
0,01
0
0.061
Pipe 47:
6.75
0.75
120
0.4
0.29
1.1
0.053
Pipe 48
49
6
120
3.6
0.04
0
0.048
Pipe 49.
12
6
120
3.2
0.04
0.01
0.124
Pipe5ol.
3.85
6
120
2.8
0.03
0
0
Pipe'51
16.2
6
120
2.4
0.03
0
0
Pipe 52
3
6
120
2
0.02
0
0
Pipe 53
16.75
6
120
1.6
0.02
0
0
Pipe54>
3.4
6
120
1.2
0.01
0
0
Pipe;55:
12.9
6
120
0.8
0.01
0
0
Pipe 56:
3
6
120
0.4
0
0
0
Pipe 57
21
0,75
120
0.4
0,29
1.1
0.052
Pipe 58'
7
0.75
120
0.4
0.29
1.1
0.052
Pipe59t
21
0.75
120
0.4
0.29
1,1
0.052
Pipe60
7
0.75
120
0.4
0.29
1.1
0.052
Pipe61i
21
0.75
120
0.4
0.29
1.1
0.052
Pipe 62
7
0.75
120
0.4
0.29
1.1
0.052
Pipe 63'
21
0,75
120
0.4
0,29
1.1
0.052
Pipe 64'
7
0.75
120
0.4
0.29
1.1
0.052
Pipe65
21
0.75
120
0.4
0.29
1.1
0.052
Purnp 1
#N/A
#N/A
#N/A
412
0
-109.55
0

Charlotte Fire Department
Fire Hydrant Flow Request Form
500 Dalton Avenue Charlotte, NC 28206 [phone]
Hydrant Number: 068605
Station: Station 14 Shift: B
Hydrant Mfg.: R D WDS
Address: 3936 CRAIG AV
(Confirm numeric address is on correct side of street)
Map X:
Flow Test Data:
-80.78419199 Map Y: 35.18665545
Type/Owner: PUBLIC
Date Tested: 05/04/2021 06:27:00
Main Size: 8
Street Gate Value: S06
Coefficient Static psi Res. PSI Flow PSI 2 1/2" Flow GPM Flow @ 20Res Flow @ ORes
9 56 30 20 750.38 894.54 1135.58
48hr High 48hr Low 48hr Average
0 0 0
Test Remarks
Project Name: Jenkins Townhomes
Project Address: 3936 Craig Ave
Company Requesting: Urban Design Partners
Company Address: 1213 W Morehead St Suite 450 Clt
Name of Contact: [e-mail]
Telephone Number: 704-334-3303
Email: [e-mail]
Purpose Of Test: single hydrant test; fire flow only
Tested By: Adam Cloninger
2nd Hydrant #: N/A
Test Time: 0627
End Time: 0634
TB-.95
CL —1.02
HydrantPublicRelease Page 1 of 1 Created @ 5/4/2021 5:12:40 PM

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SOSID: 1472658
Date Filed: 9/30/2015 10:45:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2015 267 00439
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does
hereby submit these Articles of Organization for the purpose of forming a limited liability
company.
1. The name of the limited liability company is:
Saratoga Asset Management, LLC
2. The name and address of each person executing these articles of organization is as
follows:
Brian Steed Tatum, Esq. (Signing as Organizer)
TATUM LAW FIRM, PLLC
P.O. Box 220517
Charlotte, NC 28222
3. The name of the initial registered agent is: Raymond William Wetherington
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 10205 Stonemede Lane
City, State, and Zip Code: Matthews, NC 28105
County: Mecklenburg
5. The mailing address is the same as the registered address.
6. The limited liability company does not have a principal office.
7. The business email address is [e-mail].
8. These articles will be effective upon filing.
This the 22nd day of September, 2015.
Brian Steed Tatum, Organizer

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
Saratoga Asset Management, LLC
Information
Sosld: 1472658
Status: Current -Active O
Date Formed: 9/30/2015
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Wetherington, Raymond William
Addresses
Mailing Principal Office Reg Office
10205 Stonemede Lane 10205 Stonemede Lane 10205 Stonemede Lane
Matthews, NC 28105-7643 Matthews, NC 28105-7643 Matthews, NC 28105-7643
Reg Mailing
10205 Stonemede Lane
Matthews, NC 28105-7643
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Raymond W. Wetherington
10205 Stonemede Lane
Matthews NC 28105
https://www.sosnc.gov/online_services/search/Business_Registration_Results 8/25/2021