WQ0043242_Application (FTSE)_20220308

Transmittal
Date: 03/01/2022
DECEIVED/NCDEQ/DWR
MAR — 2 2022
MOORESVILWQROS
LE REGIONAL OFFICE
Project Name: Sardis Collision Center
To: NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
200 South Tryon Street
Suite 200
Charlotte, North Carolina 28202
TEL [phone]
KHA Job No.: 014557001
Mooresville, North Carolina 28115
We are sending these by
❑ U.S. Mail
❑ Other
Telephone No.
FedEx ❑ Hand Delivery
We are sending you
❑ Attached
❑ Under separate cover via
the following items:
❑ Shop drawings ® Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
Copies
Date
No.
Descripti
1
03/01/2022
1
Transmittal
1
03/01/2022
2
NCDEQ Cover Letter
1
03/01/2022
3
Check ($480)
2
03/01/2022
4
Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains
(FTA 04-16)
1
03/01/2022
5
Flow Tracking/Acceptance Form (Charlotte Water)
1
03/01/2022
6
Site Maps (Aerial and Topographic)
1
03/01/2022
7
NC Business License (6S T Charlotte NC LLC)
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted 0 Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® For review and comment ❑ Returned for corrections ❑ Return
❑ Corrected prints
Copy to: Signed: Megan Fitzsimmons, PE

Iey>»
March 1, 2022
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
RE: Sardis Collision Center— FTA 04-16 Permit Application
Dear NCDEQ Mooresville Water Quality Section,
EIVED/NCDEQ/DWR
MAR - 2 20V.
WQROS
MOOR ESVILLE REGIONAL OFFICE
Attached is the permit application for a proposed sanitary sewer for the Sardis Collision Center in
Charlotte, NC submitted on behalf of 6S T Charlotte NC LLC. The sanitary sewer is designed to convey
wastewater from the proposed collision center to a lift station to the existing gravity sewer owned by
Charlotte Water. The sewer will contain domestic wastewater flow from the constructed facility with
approximately 6,900 gallons per day. The gravity sewer will be comprised of 110 linear feet of 6-inch PVC
pipe to proposed lift station, 260 linear feet of 2-inch FM PVC pipe, and 79 linear feet of 8" PVC
connected to existing 8-inch pipe running along Sardis Road North.
The following documents are enclosed:
• $480 application in the form of a check
• Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains (FTA 04-16)
• Flow Tracking/Acceptance Form (Charlotte Water)
• Site Maps (Aerial and Topographic)
• NC Business License (6S T Charlotte NC LLC)
Should you have any questions or concerns regarding the enclosed submittal package, please feel free to
contact me directly at [phone], or via email at [e-mail].
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Megan Fitzsimmons, P.E.
Kimley-Horn and Associates, Inc.
200 South Tryon Street, Suite 200
Charlotte, NC 28202
kmt
200 South Tryon Street, Suite 2 0Charlotte C 2.820
4 333 5131t

Division of Watr Resources
Application Number:Pik
All items must be com leted or the a lication will be returned
1.Applicant's name: 6S T Charlotte LLC (company, municipality, 2. Applicant type:rpality HOA, ❑ Individualutility, etc.)
® Corporation
0 Federal ❑ General Partnership
3.Signature authori ❑ State/County0
ty's name: Jordan Am vx Municipal
Title: President
�— per 15A NCAC 02T .0106 b
4. Applicant's mailing address: 18333 Preston Road
City: Dallas State:Suite 500
Texas Zip: 7525_
5. Applicant's contact information:
Phone number: [phone] Email Address: "am x 6sdev.com
II. PROJECT INFORMATION:
1. Project name: Sardis Collision Center
2. Application/Project status;
If a modification If Proposed (New Permit)
provide the existing num0 Existing Permit/Project
For modifications, also attach a detailed narrative a der: escription '
and issued date:
If new m construction, modifications,
butption as described in Item G
part of a master plan, provide the existingof the checklist.
3. County where project is located: permit number: W000
enbur
4. Approximate Coordinates (Decimal Degrees):
5. Parcel ID (if applicable): Latitude: 35.1—o Longitude:-80•7�420
193193_ 103_05 (or. Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1 • Professional Engineer: Man Fitzsimmons
Firm: Kimley-nom License Nu
mber: OS 2677
Mailing address: 200 South Tr on Street
City: Charlotte State: North ---Carolina
Phone number: [phone] Zip: 28202-0016
Email Address: me an.fitzsimmons kimle-horn.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFO
1. Facility Name: INFORMATION:
Permit Number:
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFO
1 • Permit Number(s): W INFORMATION:
2. Downstream (Receiving)�
Sewer Information:
3. System Wide Collection System Pinch ❑ Gravit
Permit Numbers y Force Main
Owner Name(s): (if WQCS
FORM: FTA 06-21
I• APPLICANT INFORMATION.
State of North Carolina Department ofEnviironme Environmentalhna
Division of Water Quality
sources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTINGAR
MAR ® 2 2022
WQROS
MOORESVILLE REGIONAL OFFIC
o be completed by DWR)
0 Privately -Owned Public Utility
0 Other
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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
El Yes ® No 0 N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) 0 Retail (stores, centers, malls)
❑ Residential (Leased) 0 Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
Businesses / offices / factories 0 Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
0 Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes 0 No
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Service stations, gas stations
250 gal/plumbing fixture
18
4,500 GPD
Wash bays
1,200 gal/bay
2
2,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6,900 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: _ GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate tuneframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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
110
PVC
8
79
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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Sardis Collision Center
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.141825° Longitude: -80.735239°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.03744 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per purnp(s): 26 gallons per minute (GPM) at 20.09 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
260
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(fl contains minimuin separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
> If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes 0 No ® N/A
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? 0 Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? 0 Yes 0 No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits 0 Yes ® No
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pennits/certifications)? 0 Yes ® No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
> 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

►;.� Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. A
royal of concurrent) with the a •royal of the •ermi and •ro'ects re. uirin a variance a. rovalhe ma a bee be issued
sub ect to to er
review times. For ' ro'ects re . uirin . two or more variances or where the variance is determined b the Division to be a
si Meant ortion of the ro'ect the full technical review is re wired.
2. Professional Engineer's Certification:
I, Mean Fitzsimmons attest that this application for 6S T Charlotte LLC
(Professional Engineer's name from Application Item 111.1.)
(Project Name from Application Item 11.1)
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,
Minimum Desi Criteria for Gravit , Sewers latest version , and the Minimum Desi n Criteria for the Fast -Track Pennittin
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
statement, representation, or certification in any application package shall beg guilty of a Cl ss 2nmisd eme nor,whlyewhanyi h mlse
ay
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC�ul5.61a7gJ) criteria, may subject
North Carolina Professional Engineer's seal, signature, Q. ,....................
C„R ignature, and date: �`
,,``s
SF4L r:>
Ernrnt 452677
"2 ..Q/NEEQ'••'�0 $
P17 SUM ,��°
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Jordan Am x , attest that this application for
(Signature Authority Name from Application Item 1.3.)
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02:1, the Minimum Des�Urt �rtcena for n�ittitati
and Force Mnw
ains atest version), and the Gj y Sewer Minimum Design Criteria (Iateet �,P,•' ' the Perlt of Pump So
as applicable?
Sardis Collision Center
(Project Name from Application Item II.1)
attest that this application 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 will be returned to me as incomplete.
package am not completed and that if all required supporting information and attachments are not included, this application
NOTE — In accordance with General Statutes 143-215.6A and 143--215.613, any
statement, representati n or certification in any application package shall be guilty of a CI ss 2nm sdemeanor ewhanyich mlse
ay
include a fine not to eeed $10,000 as well as civil penalties up to $25,000 per violation.
1-02Z.
Signature:
Date:
FORM: FTA 06-21
22
Page 5 of 5

CHARLOTTE
January 24, 2022
Mrs. Megan Fitzsimmons
Kimley-Horn & Associates
200 South Tryon Street
Suite 200
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SARDIS COLLISION CENTER
1805 SARDIS ROAD NORTH, CHARLOTTE, NC 28270
CLTWATER TRACKING# 2022128
After analysis of the sanitary sewer associated with the proposed design of project, 2022128,
SARDIS COLLISION CENTER, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 6,900 gallons per day (18 fixtures x 250 gpd/fixture; 2 wash bays x
1,200 gpd/bay) 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.
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,
Gu�i.(•(.e4 me- Awzo-Lo,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.org
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
c Operated by the City of Charlotte

Res tore
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Kimley-Horn & Associates
Project Name for which flow is being requested: Sardis Collision Center
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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary
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
All flows are in MGD
99.00
o the WWTP 12.705
71.5
0.0069
84.205
85.1%
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
Finn
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pf),
MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Tributary Flow Plus
Avg. Daily Daily Flow, Obligated
Flow, MGD MGD Flow
Available
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): Sardis Road North Connector
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.
2/18/2022
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning infotuiation, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For
POTWs that implement a pretreatment program, include flows allocated to industrial users who may not be
using all of their flow allocation. Please contact your Pretreatment Coordinator for information on industrial
flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by
the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed
flow for this project with other obligated flows that have been approved for the pump station but are not yet
tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less
than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS
Approx.
Current Avg.
Daily Flow,
MGD
0.800 0.320 0.252
Valley Road PS 1.895 0.758 0.472
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.080 0.332 -0.012
0.135 0.607 0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is <
0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there
is significant likelihood that needed improvements or reductions in obligated flows will be in place prior to
activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or
control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration
and inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in
amounts that exceed the firm pump station capacities identified in Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 6 of 6
FTSE 10-18

0
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AERIAL MAP
DATE: OCTOBER 2021
SHEET 1 of 1
Kimley» Horn
NC LICENSE#'-0102 ©2021
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE T04-333-5131
THIS DOCUMENT, TOGETHER VIM THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH IT WAS PREPARED. REUSE OF
AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UABIUTY TO KIMLEY-HORN AND ASSOCIATES, INC.

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Limited Liability Company
Legal Name
6S T CHARLOTTE NC LLC
Information
Sosld: 2350364
Status: Current -Active O
Date Formed: 2/4/2022
Citizenship: Foreign
State of Incorporation: DE
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CurrentAnnual Report Status:
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Raleigh, NC 27609 Raleigh, NC 27609
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Wilmington, DE 19801-2230 Wilmington, DE 19801-2230
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Wilmington DE 19801-2230
https://www.sosnc.gov/online_services/search/Business Registration_Results 3/3/2022