WQ0043336_Application (FTSE)_20220411

Professional Engineering Services
VIA: FedEx Delivery
TO:
1927 South Tryon Street Suite 310, Charlotte, NC 28203
Telephone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
NCDEQ RE: North Creek Village - Commercial
Public Water Supply Section RECEIVED/NCDEQ/DWR
610 East Center Avenue, Suite 301
Mooresville, NC 28115 APR -- 4 2022
WQROS
MOORESVILLE REGIONAL OFFICE
ATTN: Barry Love DATE: March 31th, 2022
JOB NO: NCC152074.1
WE ARE SENDING YOU El Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order
These Are Transmitted:
COPIES DESCRIPTION
2
1
2
1
Sewer FTA/FTSE Applications
Application Fee ($480)
Sewer Extension Plans
Vicinity Maps
Flow Tracking Form
® For approval
❑ For review and comment
❑ Returned for corrections
❑For your use ❑As requested
❑Approved as submitted ❑Approved as noted
If you have any questions or require additional information, please do not hesitate to contact this office at [phone].
Sincerely,
Bohler Engineering NC, PLLC
difiza
Allen McDowell, PE
Project Manager

Bohler Engineering NC, PLLC
1927 South Tryon Street, Suite 310
Charlotte, NC 28203
980.272.3400
Fast Track Sewer Extension Cover Letter
RECEIVEDINCDFQIDWR
Project: North Creek Village - Commercial
City of Charlotte, NC
Project #: NCC152074.1
Date: March 31th, 2022
As part of the Fast Track Sewer Application for Anderson Square, it is required that a Cover Letter
accompany the application.
AR 4 l022
Mecklenburg County WQROS
MOORESVILLE REGIONAL OFFICE
This project will include the construction of commercial site consisting on restaurants, retail space, and a
grocery store at the intersection of Sam Furr Road and Davidson -Concord Road in the Town of
Huntersville. The proposed sanitary sewer system will convey private waste from the development to the
existing sewer line at Ramah Creek. The required flow allocation for this project is 45,079 GPD.
This package includes the information listed below in order to permit the project described above for a
public sewer main extension.
• Sewer FTA/FTSE Applications
• Application Fee ($480)
• Sewer Extension Plans
• Vicinity Maps
• Flow Tracking Form
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer:
Allen McDowell, PE
www.BohlerEngineering.com

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: IAl't% % 113 51.3(e, (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
RECEIVED/NCDEQ/DWR
APR
f�JL!
WOROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: MAGNOLIA HUNTERSVILLE RETAIL, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Stephen Vinson per 15A NCAC 02T .0106(b)
Title: Principal
4. Applicant's mailing address: 9525 Birkdale Crossing Drive, Suite 200
City: Huntersville State: NC Zip: 28078-
5. Applicant's contact information:
Phone number: [phone] Email Address: svinson(a,magnoliadevco.com
II. PROJECT INFORMATION:
1. Project name: North Creek Village - Comercial
2. Application/Project status: ® Proposed (New Permit)
['Other
❑ 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: 35.27894°
5. Parcel ID (if applicable): 01107302
(or Parcel ID to closest downstream sewer)
HI CONSULTANT INFORMATION:
1. Professional Engineer: Robert Allen McDowell
Firm: Bohler Engineering NC, PLLC
Mailing address: 1927 S. Tryon Street, Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: rmcdowell(u,bohlereng.com
Longitude: -80.481249°
License Number: 046878
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Permit Number: NC0036269
Owner Name: Water and Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes No ❑N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
Food and drink facilities
❑ Businesses / offices / factories
® Retail (stores, centers, malls)
® Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 0 % Domestic/Commercial 100 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
53,114 sf retail without food
100 gal/day per 1000 sf
5,311 GPD
49,100 sf grocery store - (retail space with
food)
130 gal/day per 1000 sf
6,383 GPD
53,113 retail space with food
130 gal/day per 1000 sf
6,905 GPD
622 seat resturant
40 gal/day per seat
26,480 GPD
gal/
GPD
gal/
GPD
Total
45,079 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: 45.079 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"
397
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - °
3. 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)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ►/ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ 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 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Yes ❑ No
Per 15A NCAC 02T.0I05(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 Al 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 I5A 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 [2] 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:
76b-04 ill )4 C it
(Professional Engineer's name from Application Item 1II.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):
1,
l' 6878
,04N.M.c ° -T1-2
�.
(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.
Signature:
Date:
f/_
FORM: FTA 04-16
Page 5 of 5

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
MAGNOLIA HUNTERSVILLE RETAIL, LLC
Information
Sosld: 1802892
Status: Current -Active
Date Formed: 2/7/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: CR Services, LLC
Addresses
Reg Office Reg Mailing Mailing
235 N. Edgeworth Street 235 N. Edgeworth Street 9525 Birkdale Crossing Dr. Sutie 200
Greensboro, NC 27401 Greensboro, NC 27401 Huntersville, NC 28078
Principal Office
9525 Birkdale Crossing Dr. Sutie 200
Huntersville, NC 28078
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Administrative Member
Stephen T. Vinson
9525 Birkdale Crossing Dr. Sutie 200
Huntersville NC 28078
https://www.sosnc.gov/online_services/search/Business Registration_Results 4/5/2022

State of North Carolina
Department of Environment and Natural Resources
Il r Rpsnurtet Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant ®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: North Creek Village (aka Huntersville East) — Project #100-20-601
Description: North Creek Village engineering plans and specifications, as prepared and sealed by R. Allen McDowell, NCPE,
with Bohler Engineering NC, PLLC, for the proposed wastewater collection system extension consisting of approximately
6,287 linear feet of 8-inch sanitary sewer pipe with 34 manholes and other appurtenances to serve a commercial site consisting
of restaurant — 662 seats, 53,113 SF of retail space with food prep, 49,100 SF of grocery, 53,114 SF of retail space without food
prep, with a combined wastewater discharge of 45,079 GPD.
What is the quantity of flow that will be discharged? 45,079 GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity 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 not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Keri B. Cantrell, PhD, PE, certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project
is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in
route to the receiving WSACC interceptor 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 Section I plus all
attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream
sewer capacity. Signature of this form indicates acceptance of this wastewater flow.
Keri B Cantrell
2022.02.03 14:14:26 -05'00'
2021.005.20060
2/3/2022
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

n Atkin in CIE
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant ®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: North Creek Village (aka Huntersville East) — Project #100-20-601
Description: North Creek Village engineering plans and specifications, as prepared and sealed by R. Allen McDowell, NCPE,
with Bohler Engineering NC, PLLC, for the proposed wastewater collection system extension consisting of approximately
6,287 linear feet of 8-inch sanitary sewer pipe with 34 manholes and other appurtenances to serve a commercial site consisting
of restaurant — 662 seats, 53,113 SF of retail space with food prep 49 100 SF of grocery 53 114 SF of retail space without food
prep, with a combined wastewater discharge of 45,079 GPD.
What is the quantity of flow that will be discharged? 45,079 GPD
Flow type:
❑ Domestic
OA
Commercial 100 % ❑ Industrial
OA
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pt)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity 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 not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Keri B. Cantrell, PhD, PE, certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project
is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in
route to the receiving WSACC interceptor 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 Section I plus all
attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream
sewer capacity. Signature of this form indicates acceptance of this wastewater flow.
Keri B Cantrell
2022.02.03 14:14:26 -05'00'
2021.005.20060
2/3/2022
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

150140012OI5 + NC Slar Pu60c Sector + ISO 450012010
February 3, 2022
Dr. Keri Cantrell, PhD, PE
Chief Engineer
Engineering — Planning & Land Development
Charlotte Water
700 N. Tryon Street
Charlotte, NC 28202
Subject: Flow Acceptance Request
North Creek Village - Commercial
Charlotte Water Project Number 100-20-601
Dear Dr. Cantrell:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority
of Cabarrus County (WSACC) from Charlotte Water on January 21 through February 3, 2022.
WSACC has or will have capacity at the Rocky River Regional Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the commercial wastewater from the proposed
project entitled North Creek Village - Commercial. When combined with the "North Creek Village —
Residential" project, WSACC understands that the combined "North Creek Village" project is a
replacement for the previously accepted "Huntersville East" project. As such, the flow allocation
associated with the "Huntersville East" project is removed, and the flow allocations associated with the
"North Creek Village" project components are accepted instead. The referenced project will serve a
commercial development with a 662-seat restaurant, 53,113 square feet of retail space with food prep,
49,100 square feet of grocery, and 53,114 square feet of retail space without food prep, with a
projected wastewater flow of 45,079 gallons per day (gpd). The wastewater generated by this project
will be conveyed through a proposed gravity system, through an existing gravity system, and then
enter WSACC's system at the existing 36-inch Clarke Creek Interceptor.
If construction of this project does not commence within two (2) years of the date of this notice, the
notice is rescinded and a second request and notice will be required before flow capacity is accepted.
Please notify WSACC, in writing, when construction of this project is initiated. This sewer capacity
allocation may also be cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation
and Commitment Policy.
If you have any questions, please call me at [phone], extension 2I4.
Sincerely,
MichaeV'Wilson
Executive Director
cc: Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble!WSACC

aivis! n o Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) North Creek Village - Commercial (Charlotte Water
Project No. 100-20-601)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
E Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.508
WWTP facility's actual avg. daily flow, MGD 20.971 (79.14% of permit)
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
0.045
24.524
92.54%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
Firm
Capacity *
MGD
(A)
Design Average
** Daily Flow
(Firm/pi)
( Pfl
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily
Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
(E)=(A..D)
Available
Capacity***
MGD
Lower Rocky
River PS
NC0036269
37.000
14.800
10.816
2.768
13.584
1.216
* 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 WWII' where Available
Capacity is a 0.
Section III. WSACC Certification Statement:
I, Michael Wilson, 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 from the connection to the WSACC interceptor to the receiving wastewater treatment facility and that
the flow from this project i$.not anticipated to catlse any capacity related sanitary sewer overflows or overburden any downstream
pump station en route to he`rec iving treatment plant under normal circumstances, given the implementation of the planned
improvements identifie in'the Tanning assessment where applicable. This analysis has been performed in accordance with local
established policies d pros Gres using the best available data. This certification applies to those items listed above in Section I and
Section II plus all a ached p anninp as�ses ment addendums for which I am the responsible party. Signature of this form indicates
WSACC's guaran e of ca acity fo 4hisrwastewater flow. >
14
SACC's Signing Official Signature
/ Date

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: January 19, 2022
❑City of Concord City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: North Creek Village (aka Huntersville East) Commercial — Project #100-20-601
Description: North Creek Village engineering plans and specifications, as prepared and sealed by R. Allen McDowell,
NCPE, with Bohler Engineering NC, PLLC, for the proposed wastewater collection system extension consisting of
approximately 6,287 linear feet of 8-inch sanitary sewer pipe with 34 manholes and other appurtenances to serve a
commercial site consisting of restaurant — 662 seats, 53,113 SF of retail space With food prep, 49,100 SF of grocery,
53,114 SF of retail space Without food prep, with a combined wastewater discharge of 45,079 GPD.
*Number of Lots: OR *Number of Units: *Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 8-inch sanitary sewer
extension tie in to the existing 18" sanitary system which extends to WSACC Clarke Creek Interceptor.
Which WSACC Interceptor will the flow ultimately be discharged into: WSACC Clarke Creek Interceptor
What is the WSACC manhole number that the flow will be discharged into? WSACC MH-011719
What is the quantity of flow that will be discharged? 45,079 GPD
Flow type:
❑ Domestic % ►i Commercial 100 % ❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
I- Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
(VC
Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved ❑ Not Approved
Current Sewer Model shows: N t�' crr 3s PAPA&.LTV rotL Li j j0'19 &Pi)
Avrn.A(,E O( LL.,Y wv C-orklb rbona

Polaris 3G Map — Mecklenburg County, North Carolina
North Chase at the Park
Date Printed: 2/11/2022 4:09:05 PM
s map or report is prepared for the inventory of real property within ecklenburg County and is compi ed from recorded deeds, plats, tax maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification. Mecklenbur. Count and its mappincontractors assume no leal res.onsibilit for the information contained herein.

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