WQ0042287_Application (FTSE)_20210209

TRANSFORMING COMMUNITIES THROUGH COLLABORATIVE DESIGN'
RECEIVED/NCDEQ/p
VVR
FEB - 4 2041
WQROS
ORESVILLE REGIONAL OFFICL`.
Date: February 3, 2021
To: NCDEQ Mooresville Office
Attn: Fast Track Sewer Permitting
610 East Center Ave
Mooresville, NC 28115
Re: Lintmen's
Project No: 19-117
To whom it may concern,
The attached Fast Track application is being submitted for a proposed development, referred to
as Lintmen's. The site is located close to the intersection of E. 26`h Street and N. Davidson Street
in Charlotte, Mecklenburg County, North Carolina. The proposed gravity sewer lines related to this
application will serve restaurant space with 766 seats. The flow allocation for this development is
30,640 GPD.
The following items are included within the submittal package:
• Application fee amount ($480.00)
• Completed FTA 04-16 application
• Limited Liability Company Articles of Organization
• Charlotte Water Flow Acceptance Letter/FTSE
• USGS Quad Map
• Street Level Map
• Plan set
Please feel free to contact me via email([e-mail]) or by phone at (704)
334-3303 with questions pertaining to Lintmen's.
Hannah Breed, P.E.
Urban Design Partners
1213 wv sorehead street, suite 450, chcrrl,ot#a, tic 28208 j p: 704,334.3303 I urhandesignpartners.cem

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 D S > ., _'UENTTATION
/NCfEQ/8
Application Number f4` 00 / e (to be completed by DWR)EB c
All items must he completed or the application will be returned
L APPLICANT INFORMATION:
I. Applicant's name: Mill District Partners, LLC. (company, municipality, HOA, utility, etc.)
a OORESVILLE RR05
EGIONAL OFFICE
2. Applicant type: 0 Individual ► . Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Paul Kardous per I5A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: PO Box 12332
City: Charlotte State: NC Zip: 28220-2332
5. Applicant's contact information:
Phone number: [phone] Email Address: pauigpamakagroup.com
II. PROJECT INFORMATION:
1. Project name: Lintmen's
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.24LLongitude: -80.815
5. Parcel ID (if applicable): 08305204
(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: Brian c urbandesignpartners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sugar Creek Permit Number: NC0024937
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

Vl. 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. lithe Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No 1 N/A
3. lithe Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM. HOA) been attached?
❑ Yes ❑No ON/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
Food and drink facilities
❑ Businesses / offices / factories
5. Nature of wastewater :
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
Ej Church
❑ Nursing Home
% Domestic/Commercial
100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
>Is there a Pretreatment Program in effect? ❑ Yes
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(0? ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow "'''
No. of Units
Flow
Restaurant
40 gal/seat
766 seats
30,640 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
30,640 GPD
a See 15A NCAC 02T .0114(b), (d), (e)( I) 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 I5A NCAC 02T .01 14(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: 30,640 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
6
1,036
PVC
➢ Section 11 & 111 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 - I5A 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
y 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)(I )(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)(1)(C):
r 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 & I5A NCAC 02T .0305(f)):
I . Does the project comply with all separations found in 15A NCAC 02T .0305(1) & ( )
15A NCAC 02T.0305(1) contains minimum separations that shall be provided for sewer systems:
Yes I I No
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
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-1 waters of Class 1 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(t) 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 he 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? /1 Yes ❑ No ❑ N/A
v This would include Trout Buffered Streams per I5A 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 Permittime Branch
❑ Yes ►1 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 i�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,
(Professional Engineer's name from Application Item 111.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, p A vc>
(i S / /+/1 4.il-4&6:-K2...
(Signature Authority's name & title from Application Item 1.3.)
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
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1905214
Date Filed: 10/15/2019 9:27:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2019 283 09621
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: MIII District Partners, LLC
(See Item lot' the Instructions for appropriate entity designation)
The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity ofa member, organizer or both by checking
all applicable boxes.) Note: This document must he signed by all persons listed.
Name Business Address
Paul Kardous 227 W. 4th Street, Charlotte, NC 28202-1545
Capacity
[Member E
Organizer
[]Member [Organizer
3. The name of the initial registered agent is: Paul Kardous
Member ()Organizer
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 227 W. 4th Street
Charlotte 28202-1545 Mecklenburg
City State: SiNZip Code: County:
5. The mailing address. if different from the street address, of the initial registered agent office is:
Number and Street P.O. Box 12332
Charlotte 28220-2332 Mecklenburg
City State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
--
a. I The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office (Attie limited liability company is:
Number and Street:
City: State: Zip Code: County:
BUSINESS REGISTRATION DIVISION P.O. BOX 29622
Raleigh, NC 27626-0622
(Revised August. 2017) Form i. 0l

The mailing address, if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b.
The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity) are
attached.
8.
9.
(Optional): Listing of Company Officials (See instructions on the impo
creation document.
Name
Title
ance of listing the company officials in the
Business Address
(Optional): Please provide a business e-mail addrt
The Secretary of State's Office will e-mail the business
document is tiled. The e-mail provided will not be viewable on the website, For more information on why this service is
otTered, please see the instructions for this document.
Privacy Redaction
10. These articles will be effective upon filing, unless a future date is specified:
a
This is the 10th day of October , 20 19
MILL DISTRICT PARTNERS, LLC
Member/Organizer
Paul Kardous
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature
Signature
Type and Print Name and Title Type and Print Name and Title
NOTE:
I, Filing fee is $125. This document must be tiled with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised August. 2017)
P.O. BOX 29622 Raleigh, NC 27626-0622
Form L-01

CHARLOTTE
October 28, 2020
Mr. Eddie Prestigiacomo
Urban Design Partners
1318 Central Avenue
Suite E6
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
LINTMEN'S — SFMC & PAVILLION
421 E. 26th STREET, CHARLOTTE, NC 28205
CLTWATER TRACKING# 20205555
After an analysis of the sanitary sewer associated with the proposed design of project, 20205555,
LINTMEN'S — SFMC & PAVILLION, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 30,640 gallons per day (766 seats x 40 gpd/seat) at the
connection point(s) indicated on the submitted utility plan for transmission to the Sugar Creek
Wastewater Treatment Plant; NPDES permit number NC0024937, 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,
Cr wi,t Ltrvvw- Awzcr L'
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte. 1C 28216 char lottewater.org
Operatecl 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: Lintmen's - SFMC & Pavillion (Restaurant)
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.
1. 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, N00024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 10.543
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
74.500
0.03064
85.074
85.9%
[I. 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 < O.
Downstream Facility Name (Sewer): East 26th Street
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.
10/27/2020
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

USGS Topographic Map
Charlotte East Quadrangle

Street Level Map