WQ0043585_Application_20220707

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Application Number: WQou (I J✓S) 5 (to be complcted by D\VR)
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
OPCPIVED/NCDEQ/DWR
All items must be completed or the application will be returned
1, APPLICANT INFORMATION:
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 El 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: anderson( kannapolisnc.gov
JUL 0 7 2022
II. PROJECT INFORMATION:
1, Projectname: Golfcrest Sewer line
2. Application/Project status: ID Proposed (New Permit)
El Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Rowan
4. Approximate Coordinates (Decimal Degrees): Latitude:
5. Parcel ID (if applicable): 5615-10-31-7256
(or Parcel ID to closest downstream sewer)
35,3141
Longitude: -8 Q . 3802
III. CONSULTANT INFORMATION:
Paul CampbellNCPE 018906
1. Professional Engineer: icense Number:
AVICK, Inc.
Finn:
PO Box 1248
Mailing address:
Kannapolis NC 28082 1248
City: State: Zip:
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WW I'F) INFORMATION:
1, Facility Name: Rocky River Regional Wastewater Treatment Plant Permit Number: NC0036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAIII SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Namc(s):
MOORESVILWOROS
LE REGIONAL OFFI(
FORM: FTA 04-16 Page I of 5

VI. GENERAL. REQUIREMENTS
I . lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs ❑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 DNo ®N/A
3. If the Applicant is a Home/Property Owner; Association, has an Operational Aarecment (FORM: ElOA) been attached?
❑ Ycs ❑No ®N/A
4. Origin of wastewater: (check all that apply):
Residential Owned
❑ Residential Leased
❑ School / preschool / day care
111 Food and chink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Iviedieal / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 10 0 % Domestic/Commercial
❑ Car Wash
❑ Hotel and/or Motels
El Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
% Commercial
% Industrial (See I SA NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under ISA NCAC 02T .01 14(1)? ❑ Yes
Y 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 ",t'
No. of Units
Flow
1 3 bedroom home
ga gal/ 69.
3
e;-.y-e> GPD
gal/
GPD
gal/
GPI)
gal/
GPD
gal/
GPD
gal/
GPD
Total
ac4.0 GPD
a See I SA NCAC 02T .01 I4(b). (d). (e)(1) and (c)(2) for caveats to wastewater des'gn 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 021' .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021%01 14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:aYThPD (per I SA NCAC 021' .01 14)
Y 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
El 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 SEVER DESIGN CRITERIA (If Applicable) - 021' .0305 & AMC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
811
100
pvc
Y Section II & III of the 1NDC for Permitting of Gravity Sewers contains information related to design criteria
Y 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) — 021' .0305 & MDC (Pullin Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . 0Longitude: -
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 I5A NCAC 02T .0305(hl(1):
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02'1' .0305(h)(I)(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 Tess than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(h)( 1 )(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)( I)(C):
Y 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.
Y 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 — (0213 .0200 & I5A NCAC 02T .0305(f)):
1. Docs the project comply with all separations found in 15A NCAC 02T .0305(tl & (g)
Y I5A NCAC 021'.0305(f) contains nnininuun seoarations rh,l shs,ll be provided for sewers sleets•
13 yes D No
Setback Parameter*
y
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
Water stains (vertical -water over sewer including in benched trenches)
18 inches
Water stains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lints (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), 13, SA, ORW, I-IQW, 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
I 0 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
Y I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305M cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webuage
> 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)
Y 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 I5A NCAC 02B .0200?
Y This would include Trout Buffered Streams per I5A NCAC 211.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
El Yes ❑ No
Yes El No
1 Yes ❑ No
Y Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Y Information can be obtained from the 401 & Buffer Permitting Branch
5. Docs project comply with I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? 0 Yes ❑ No
Per I5A NCAC 02T.0105(c)(61, 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, storetwater management plans, etc.).
Does this project include any sewer collection lines that are deemed "high -priority?"
Per I SA NCAC. 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strcantbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
)> If ycs, include an attachment with details for each line, including type (aerial line, size, material, and location).
1-ligh priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. 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?
J 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:
Paul Campbell, PE
attest that this application for
(Professional Engineer's name from Application Item III.I.)
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 adds submittal package, inclusion of these materials under my signature and seal signifies that 1 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 line 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 I5A NCAC 02T .0I06(b):
1, Alex Anderson, Director of Water Resources
(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.
attest that this application for
NOTE — In accordance with General Statutes I43-215.6A and I43-215.6I3, 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 nalliess ip to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16
Page 5 of 5

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
ISO14001:2015 • NC Star Pubic Sector • IS045001:2018
June 22, 2022
Mr. Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request — City of Kannapolis
Golfcrest Sewer
Dear Mr. Legg:
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 the City of Kannapolis on June 16, 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 Golfcrest Sewer, located along Golfcrest Drive.
The referenced project will serve 1 three -bedroom home, with a projected wastewater flow of 240 gallons per
day (gpd). The wastewater generated by this project will be conveyed through a proposed gravity system,
through the existing gravity system, and then enter WSACC's system at the existing 42-inch Irish Buffalo Creek
Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the proposed development
based on information provided by AWCK (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 [phone], ex
Sincerely,
Michael Wilson
Executive Director
cc: Beth Hassenfritz, PE/Kannapolis
Scott J. Kaufhold, PE/Kannapolis
Wilmer Melton/Kannapolis
Paul Campbell, PE/AWCK
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division of Water Resources
(WSACC USE ONLY) Golfcrest Sewer
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ 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 3.427
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
20.971 (79.14% of permit)
0.000 (240 gpd)
24.398
92.07%
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.
Finn
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
RRRWWTP
NC0036269
55.440
22.176
12.812
0.730
13.542
8.634
MPS
* 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 Available
Capacity is < 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 is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving treatment plant u er normal circumstances, given the implementation of the planned
improvements identified in the planning assessment w - applicable. This analysis has been performed in accordance with local
established policies and procedures the best ay. . ,le data. This certification applies to those items listed above in Section I and
Section II plus all attached plann' ss ssment ad i . ems for which I am the responsible party. Signature of this form indicates
WSACC's guarantee of t apaci t s wastewa .w. Notwithstanding the guarantee of capacity, WSACC does not make a
commitment to service this er flow ntil . ilding permit is requested through the Cabarru Cqunty Building Inspections
Department and CC e' ayrly of t - ystem Development Fee.
WSACC's Signing Official Signature
(7,1

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date:
❑City of Concord MCity of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title:—Proiectll Golfcrest Sewer Paul Campbell AWCK
Description: The engineerftpkursmritbspecifications as prepared and sealed by , NCPE. with ,tor
the wastewater collection system extension consisting of approximately 10 0 linear feet of 8 -inch sanitary sewer
with 1 manholes and other appurtenances to ;verve 21011ocatedl off/on of RidgAith a wastewater discharge of
GPD,, GOLFCREST DR
*Number of Lots: 1 OR *Number of Units: *Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
Q 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
BUFFALO CREEK
sewer extension will tie-in to the existing 1 2 -inch sanitary sewer system, which extends Io the 42 -inch RCP
material WSACC IRISH Interceptor
RISH BUFFALO CREE
Which WSACC Interceptor will the flow ultimately be discharged into: XX-inch Material WSACC Naind Interceptor
What is the WSACC manhole number that the flow will be discharged Into? -+-/- Node 011335
What is the quantity of flow that will be discharged? g. 4-0 GPD
Flow type:
❑ Domestic 100 % ❑ Commercial % ❑ Industrial
Nance of wastewater treatment facility (WWTF) receiving wastewater:
M Rocky River Wastewater Treatment Facility — Permit #NC0036269
I I Muddy Creek Wastewater Treatment Facility — Permit I 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 Loinax 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 trot 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: 61ir+f tArvi
❑ , Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
[a' Approved ❑ Not Approved
❑ Current Sewer Model shown Sv+ ‘ EN1J-T G_AP A L Cf‘r Folr,. 2-4p &PO
t i i ' cot' rr1 CINT
E-2
APPENDIX E

KAN
Engineering
July 6, 2022
North Carolina Department of Environmental Quality
Mooresville Regional Office — Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Golfcrest Sewer Extension
City of Kannapolis — Rowan County
Dear Sir or Madam:
RECEIVED/NCDEQ/0WR
JUL 0 7 2022
VVQROS
MOORESVILLE REGIONAL OFFICE
Please find attached for your review and approval the original and one (1) copy of the permit
application, a digital copy (pdfs) 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 wastewater generated by this project will be conveyed through a proposed gravity system,
through the existing gravity system, and will then enter WSACC's system at the existing 42-inch
Irish Buffalo Creek Interceptor.
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 bhassenfritz(a kannapolisnc.gov.
Sincerely
Beth Hassenfritz, PE
401 LAUREATE WAY. KANNAPOLIS, NC 28081
704-938-1519 WWW.KANNAPOLISNC.GOV