WQ0043326_Application (FTSE)_20220408

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1213 w morehead street P 704.334.3303
charlotte, nc 28208 RECEIVED/NCDEQ/DVVIi
MAR 3 0 2022
MOORESVILWOROS
LE REGIONAL OFFICE
To: Barry Love - NCDEQ Date: 3/29/2022
Mooresville Regional Office
610 East Center Ave. Ste 301
Mooresville, NC 28115
Phone: [phone] Project Name: Flats at West Blvd.
Fax: Project No: 20-CLT-126
Transmitted Via: Action:
❑ Overnight
® Courier
❑ Hand
❑ Mail
❑ Fax
® For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
Number
Date
Description
1
03.29.2022
Application Fee Check $480.00
1
03.29.2022
Cover Letter
2
03.29.2022
Fast Track Applications (1 original & 1 copy)
1
03.29.2022
CLT Water FA Letter & FTSE Letter & WTS Letter
1
03.29.2022
Limited Liability Corporation
1
03.29.2022
Homeowner's/Propertyowner's Operational Agreement
1
03.29.2022
Site Map
1
03.29.2022
Street Level Map
1
03.29.2022
Topo Map
2
03.28.2022
Full Size Plan Set
Comments
Please let me know if you have any questions,
Brian D. Smith, PE
Cc: Ivan Bailey

FLATS AT WEST BLVD. MF
FAST -TRACK APPLICATION
COVER LETTER
UDP PROJECT No: 20-CLT-126
RECEIVED/NCDEQ/DWR
MAR 3 0 2022
MOORESVIL VvOROS
E REGIONAL OFFICE
APPLICANT ENGINEER
Elmington Capital Group, LLC Urban Design Partners
Joseph Horowitz Brian D. Smith, P.E.
118 16th Ave South 1213 W Morehead Street. Ste. 450
Suite 200, TN, 37203 Charlotte, NC 28208
615-490-6709 704-334-3303
PROJECT LOCATION
1901 West Blvd. Charlotte, NC 28208
The site is located along West Boulevard between Walton Road and Beech Nut Road,
and across from the intersection of West Blvd and Dr. Carver Road in Charlotte, NC.
PROJECT DESCRIPTION
Elmington Capital Group, LLC is constructing a total of 199 unit multi -family affordable
housing apartment split among 4 buildings. This is a for rent development on a 13.085-
acre site. The 199 units will be served by a private sanitary sewer main that connects to
an existing public sanitary sewer system serving the adjacent Ashley Road area. This
private sanitary sewer project requested flow acceptance through Charlotte Water for the
199 units in the amount of 26,865 gallons per day and was accepted.
This project includes the installation of 873-linear feet of 8-inch PVC and 25-linear feet
of 8-inch DIP sanitary sewer line. See the attached utility plans as reference.

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:Z'V I& (-` - 3 to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Elmington Capital Group, LLC (company, municipality, HOA, utility, etc.)
RECEIVED/NCDEQ/DWR
MAR 3 0 2022
S
MOORESVILLE REGIONAL OFFIC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal
❑ State/County ❑ Municipal
3. Signature authority's name: Hunter Nelson per I5A NCAC 02T .0106(b)
Title: Managing Member
4. Applicant's mailing address: 118 16t Ave. South, Suite 200
City: Nashville State: TN Zip: 37203-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Flats at West Blvd.
2. Application/Project status:
❑ Other
® Proposed (New Permit) El 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: 35.213852° Longitude: -80.889128°
5. Parcel ID (if applicable): 14510317
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian 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: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 10 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
I. 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 ❑ 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
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ 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
Multi Family Residential
135 gal/day/unit
199 units
26,865 GPD
gal/day/unit
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
26,865 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: 26,865 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
873
PVC
8
25
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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 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
**My 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 (e), 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 ❑ 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 I5A 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 Desien 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, C-2-kA64 17. SM 1 i (-1
(Professional Engineer's name from Application Item IBA.)
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 Certificaer 15A
I,
NCAC 02 .0 06(b):
•e Authority's name & title from Application Item I.3.)
attest that this application for
has been reviewed . ' e 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:
FORM: FTA 04-16
Date: ✓ lz'S J 2�
Page 5 of 5

STATE OF NORTH CAROLINA A I �j /
COUNTY OF MECKLENBURG Pei „iit No. k �_ LY-`'`` 73j�15ei
HOME/PROPERTY OWNERS' 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
ECG West Blvd SLP, LLC , 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 Flats at West Blvd
(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 provide funds for such operation, maintenance, re -construction and
repair.
The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a peituit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter47C
or 47F of the North Carolina General Statutes.
5. 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 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 ECG West Blvd SLP, LLC
MANAGEMENT COMMISSION Name of Afi `OCIA LION
S. Daniel Smith
Director, Division of Water Resources
By:
(Signature)
HunterElelson, Managing Member
Print Name and Title
5/2-5/2. --
(Date) (Date)
FORM: HOA 03-19 Page 2 of 2

CHARLOTTE
November 10, 2021
Mr. Ivan Bailey
Urban Design Partners
1213 West Morehead Street
Suite 450
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
FLATS AT WEST BOULEVARD
1901 WEST BOULEVARD, CHARLOTTE, NC 28208
CLTWATER TRACKING# 20217019
After an analysis of the sanitary sewer associated with the proposed design of project, 20217019,
FLATS AT WEST BOULEVARD, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 29,172 gallons per day (199 units x 135 gpd/unit; 4,614 sf x 50
gpd/100 st) 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,
Gw .terpno- A o-La.
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
P: 704-432-5801 / charlottewater.org
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
K!?? 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: Flats at West Boulevard (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 Petiuit #: 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 11.515
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
71.500
0.029172
83.044
83.9%
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): Ashley Road SS Trunk
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-I8

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.
11/9/2021
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

CHARLOTTE
April 5, 2021
Mrs. Hannah Breed
Urban Design Partners
1213 West Morehead Street
Suite 450
Charlotte, NC 28208
SUBJECT: WILLINGNESS TO SERVE
FLATS AT WEST BOULEVARD
1901 WEST BOULEVARD, CHARLOTTE, NC 28208
After an analysis by Charlotte Water's Capacity Assurance Program (CAP) of the sanitary sewer
system associated with the proposed FLATS AT WEST BOULEVARD development, it was
determined that there is currently sufficient capacity within the existing public gravity sewer to
accommodate the proposed sewer flow (27,000 gallons per day), at the connection point(s) indicated
for transmission to the Irwin Creek Wastewater Treatment Plant (NPDES Permit #
NC0024945).
Please note that availability of flow is subject to change, and this Willingness to Serve (WTS)
review does not guarantee future capacity or reserve capacity in the public sewer system. A
full CAP application with fully engineered site utility plan must be submitted and approved to
reserve sewer capacity for this project. Please contact New Services at 704-432-2854 for official
submittal guidelines to the Capacity Assurance Program.
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 an authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
The analysis performed determines available capacity within the existing public gravity sewer
system. The development is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
wi l- e rwt.o- Aptizota,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
tt??? Operated by the City of Charlotte

State of North Carolina
Department of the Secretary of State C2017 268 00893
SOSID: 1626625
Date Filed: 9/26/2017 9:41:00 AM
Elaine F. Marshall
North Carolina Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
I. The name of the limited liability company is Elmington Property Management, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Tennessee
3. Principal office information: (Select either a or b.)
a. The limited liability company has a principal office.
The principal office telephone number: 615-490-6703
The street address and county of the principal office of the limited liability company is:
Number and Street: 118 16th Ave. South, Ste. 200
City: Nashville State: TN Zip Code: 37203 County: Davidson
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County:
b ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is: InCorp Services, Inc.
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number and Street CO f p ,.(N/t ens 1 IvvG ) 1119 J.A,V►Q 1,4 k C9 LL(C ' s'
City: QI,Q.� State: NC Zip Code: li to is County: InlakQ,
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North
;Carolina is:
Number and Street:
City: State: NC Zip Code: County:
BUSINESS REGISTRATION DIVISION
(Revised July 2017)
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary) (This document must be signed by a person listed in item 7)
Name and Title Business Address
Cary Rosenblum, Managing Member 118 16th Ave. South, Ste. 200, Nashville TN 37203
Ben Brewer, Managing Member 118 16th Ave. South, Ste. 200, Nashville TN 37203
Ryan Seibels, Secretary 118 16th Ave. South, Ste. 200, Nashville TN 37203
Hunter Nelson, Member 118 16th Ave. South, Ste. 200, Nashville TN 37203
Scott Sohr, Partner 118 16th Ave. South, Ste. 200, Nashville TN 37203
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted.
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
10. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a document
is filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered, please see
the instructions for this document.
111 This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 1 9 day of September , 20 1 7
Elmington Property Management, LLC
me ofLim' ility Company
gnature o Company Official
Ben Brewer, Managing Member
Type or Print Name and Title
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised July 2017)
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Form L-09)

Tre Hargett
Secretary of State
Division of Business Services
Department of State
State of Tennessee
312 Rosa L. Parks AVE, 6th FL
Nashville, TN 37243-1102
ELMINGTON PROPERTY MANAGEMENT, LLC
ATTN: POLLY REMBERT
STE 200
118 16TH AVE S
NASHVILLE, TN 37203-3135
Request Type: Certificate of Existence/Authorization
Request#: 0236910
May 5, 2017
Issuance Date: 05/05/2017
Copies Requested: 1
Document Receipt
Receipt # : 003361474 Filing Fee:
Payment-Check/MO - ELMINGTON PROPERTY MANAGEMENT, LLC, NASHVILLE, TN
$20.00
$20.00
Regarding: Elmington Property Management, LLC
Filing Type: Limited Liability Company - Domestic
Formation/Qualification Date: 12/21/2012
Status: Active
Duration Term: Perpetual
Business County: DAVIDSON COUNTY
Control # : 703962
Date Formed: 12/21/2012
Formation Locale: TENNESSEE
Inactive Date:
CERTIFICATE OF EXISTENCE
I, Tre Hargett, Secretary of State of the State of Tennessee, do hereby certify that effective as of
the issuance date noted above
Elmington Property Management, LLC
* is a Limited Liability Company duly formed under the law of this State with a date of
incorporation and duration as given above;
* has paid all fees, taxes and penalties owed to this State (as reflected in the records of the
Secretary of State and the Department of Revenue) which affect the existence/authorization of
the business;
* has filed the most recent annual report required with this office;
* has appointed a registered agent and registered office in this State;
* has not filed Articles of Dissolution or Articles of Termination. A decree of judicial dissolution
has not been filed.
Processed By: Nichole Hambrick
Tre Hargett
Secretary of State
Verification #: 022313625
Phone [phone] * Fax [phone] * Website: http://tnbear.tn.gov/

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