WQ0043427_Application_20220509

State of North Carolina
DAV R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divislpt* of W'steY Rrsaur<.e* FTA 04-16&SUPPORTING DOCUMENTATION
/gy{'tp " UbIVED/NCDEQ/D1NR
Application Number:j,1J �j�I (to be completed by DWR)
MAY --- 9 2022
All items must be completed or the application will be returned
1NQROS
I. APPLICANT INFORMATION: MOORESVILLE REGIONAL OFFICE
1. Applicant's name: City of Kannapolis(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State/County ®Municipal ❑ Other
3. Signature authority's name:Alex Anderson per 15A NCAC 02T.0106(b)
Title:Director of Water Resources
4. Applicant's mailing address:401 Laureate Way
City:Kannapolis State:NC Zip:28081-0005
5. Applicant's contact information:
Phone number:[phone] Email Address: aanderson(2 kannapolisnc.gov
II. PROJECT INFORMATION:
1. Project name:Laundry Street Extension Subdivision
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:Cabarrus
4. Approximate Coordinates(Decimal Degrees):Latitude:35.4883° Longitude:-80.6162°
5. Parcel ID(if applicable): 5613-96-0286
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: License Number: 14520
Firm:
Mailing address:
City:Morganton State:NC
Zip:28655
Phone number:(828)-403-5586 Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Rocky River Regional Wastewater Treatment Plant Permit Number:NC0036269
Owner Name:Water&Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ
System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s): City of Kannapolis
FORM:FTA 04-16 Page 1 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Mg Work o of'MAW Relkali Keil FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR) G WR
ECE D/NCDE
All items must be completed or the application will be returned 27
MA
I. APPLICANT INFORMATION:
WQROS
1. Applicants name: City of Kannapolis(company,municipality,HOA,utility,etc.) MOORESVILLE REGIONAL OFFICE
2. Applicant type: El Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State/County ®Municipal ❑Other
3. Signature authority's name:Alex Anderson per 15A NCAC 02T.0106(b)
Title: Director of Water Resources
4. Applicant's mailing address:401 Laureate Way
City:Kannapolis State:NC Zip:28081-0005
5. Applicant's contact information:
Phone number:[phone] Email Address:[e-mail]
II. PROJECT INFORMATION:
. 1. Project name:Laundry Street Extension Subdivision
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: Cabarrus
4. Approximate Coordinates(Decimal Degrees):Latitude:35.4883° Longitude:-80.6162°
5. Parcel ID(if applicable): 5613-96-0286
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Sameul L. King, Jr. License Number: 14520
Firm: King Engineering of Concord, RLLP
Mailing address:
City:Morganton State:NC
Zip:28655
Phone number:(828)-403-5586 Email Address:
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Rocky River Regional Wastewater Treatment Plant Permit Number:NC0036269
Owner Name:Water&Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ
System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):City of Kannapolis
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 E1N/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 EN/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM:HOA)been attached?
❑Yes ❑No QUA
4. Origin of wastewater:(check all that apply):
gResidential Owned ❑ Retail(stores,centers,malls) ❑ Car Wash
❑Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
0 Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100 %Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02T.0103(20))
>Is there a Pretreatment Program in effect? 0 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(fl) Daily Design Flow a,b No.of Units Flow
3 bedroom residence @ 80 gpd 240 gal/ 6 1,440 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 1,440 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: 1,440 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:
El 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
8 230.55 PVC
8 95.61 DIP
326
> 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) 'Yes ❑No
➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
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) IZYes ❑No
> 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 all setbacks found in the river basin rules per 15A NCAC 02B.0200? tgYes ❑No
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? fYes ❑No
> Wetland-related permits shall be requested,obtained,and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? lYes ❑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
> 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, Samuel L.King,Jr. attest that this application for
(Professional Engineer's name from Application Item III.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, 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: ���0 '�`�` '�AR° ' ,�;
4 4 /0 y9'
Q
�S , V��' 14520
F.
/2/.2'/.az/
NOS
F l- K
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Alex Anderson, Director of Water Resources attest that this application for
(Signature Authority's name&title from Application Item I.3.)
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 I43-215.6A 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:Alex Anderson Date: AP r 7 2022
FORM: FTA 04-16 Page 5 of 5

Signature: i'{e/r/ili lefsolr
Alex Anderson(Apr 7,202210:13 EDT)
Email: [e-mail]
1

PRS 2021 -01834 COK Sewer Permit
Application - Rev 12-21 -2021
Final Audit Report 2022-04-07
Created: 2022-04-07
By: Elizabeth Hassenfritz([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAAdj2gyDsKWdfjfpLN0Xf7n8QLyAiwoH89
"PRS 2021-01834 COK Sewer Permit Application - Rev 12-21 -2
021 " History
5 Document created by Elizabeth Hassenfritz ([e-mail])
2022-04-07-12:23:40 PM GMT
CT?, Document emailed to Alex Anderson ([e-mail])for signature
2022-04-07-12:24:41 PM GMT
5 Email viewed by Alex Anderson ([e-mail])
2022-04-07-2:12:36 PM GMT
( Document e-signed by Alex Anderson ([e-mail])
Signature Date:2022-04-07-2:13:20 PM GMT-Time Source:server
) Agreement completed.
2022-04-07-2:13:20 PM GMT
r
A Adobe Acrobat Sign

RE EIVED/NC 1 WR
Y - 2 202
IKi\ N4N4dS MOORESVILL EGI AL OFFICE
Engineering :Ec�rEDiNICDE
MAY - 9 2022
April 27, 2022 WQROS
OORI 5VII LE REGIONAL OFFICE
North Carolina Department of Environmental Quality
Mooresville Regional Office —Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Laundry Street Extension Subdivision
City of Kannapolis —Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval one (1) copy of the permit application, a
digital copy (pdfs) on USB of the permit application and plans, along with a $480 processing fee
for the subject project. Also enclosed is the flow acceptance letter from the Water and Sewer
Authority of Cabarrus County (WSACC) stating they will accept and treat the additional
wastewater at the Rocky River Regional Wastewater Treatment Plant.
The proposed extension will connect the existing Kannapolis sewer system which extends to
WSACC's system at the existing 18-inch Cold Water Creek Interceptor. The wastewater
collection system will serve the proposed Laundry Street Extension Subdivision.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these standard
specifications.
Please email me with questions at bhassenfritzkannapolisnc.gov.
Sincerely,
Beth Hassenfritz, PE
401 LAUREATE WAY, KANNAPOLIS, NC 28081
704-938-1519 WWW.KANNAPOLISNC.GOV

W S A C C &WATER SEWER AUTHORITY
OF US COUNTY
232 Davidson Hwy.
Concord,NC 28027
b011W1201i•NCShrPubkS�dor•4OIS0013015 704.786.1783 • 704.795.1564 Fax
www.wsacc.org
April 11,2022 RECEIVED/NCDEQ/DWR
Mr.Michael Legg
City Manager MAY - 9 2022
City of Kannapolis
401 Laureate Way WQROS
Kannapolis,NC 28081 MOORESVILLE REGIONAL OFFICE
Subject: Flow Acceptance Request—City of Kannapolis
Laundry Street Extension Subdivision
Dear Mr. Legg:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority
of Cabarrus County (WSACC) from the City of Kannapolis on April 7, 2022. WSACC has or will
have capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed project entitled Laundry
Street Extension Subdivision, located along Laundry Street. The referenced project will serve a
residential development with 6 single-family homes, with a projected wastewater flow of 1,440 gallons
per day (gpd). The wastewater generated by this project will be conveyed through a proposed and
existing system, and then enter WSACC's system at the existing 18-inch Cold Water Creek
Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the proposed
development based on information provided by King Engineering of Concord RLLP (Civil Engineer
for the project)using North Carolina Department of Environmental Quality (NCDEQ)wastewater flow
guidelines.
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.
Please note that the final commitment to service to provide wastewater treatment services shall occur
upon application for a building permit for the project and when system development fees are paid
pursuant to N.C.G.S. §162A,Article 8.
If you have any questions, please call me at(704) 788-4164, ex nsion J 4
Sincerely
Michael Wilson
Executive Director
cc: Misty Tutt,PE/Kannapolis
Scott J. Kaufhold, PE/Kannapolis
Wilmer Melton/Kannapolis
Samuel L. King,Jr., PE/King Engineering of Concord RLLP
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date:
❑City of Concord ®City of Kannapolis ❑Town of Harrisburg ❑Towr. of Mt.Pleasant .
❑Charlotte Mecklenburg Utilities
Project Title,Description,and Number of Lots/Unit:
Project Title:Laundry Street Extension Subdivision
Description: The Laundry Street Extension Subdivision engineering plans and specifications,as prepared and sealed by
Samuel L.King,Jr..NCPE,with King Engineering of Concord RLLP,for the wastewater collection system extension
consisting of approximately 326.16 Iinear feet of 8-inch sanitary sewer with 3 manholes and other appurtenances to
serve 6 lots located on Laundry Street, with a wastewater discharge of 1,440 GPD.
*Number of Lots: 6 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 lirf •
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 8-inch sanitary
sewer extension will tie-in to the existing 8-inch sanitary sewer system, which extends to the 18-inch DIP WSACC
Coldwater Creek Interceptor Extension
Which WSACC Interceptor will the flow ultimately be discharged into: Coldwater Creek Interceptor
What is the WSACC manhole number that the flow will be discharged into? 011454
What is the quantity of flow that will be discharged? 1,440 GPD
Flow type:
❑■ Domestic _ 100 ❑ Commercial % ❑ Industrial
Name of wastewater treatment facility(WWTF)receiving wastewater:
Rocky River Wastewater Treatment Facility—Permit#NC0036269
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: N 1I i s-oti1.
❑/ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
la Approved ' ❑ Not Approved
❑ Current Sewer Model shows: AuFt:►atE*re EXcESs COA tT'r Fon- 114110 00
r A'N0-M4 FLovr CoN p,T 1 o,
E-2 APPENDIX E

27
USGS QUAD
CONCORD, NC - 2019
1" = 500'

�- -
�aa�75 -.110M
2020-1 1-ENG Working-20.dog Model I0i25i2021 132222