WQ0039476_Regional Office Historical File Pre 2018

ROY COOPER
Governor
AEL S. REGAN
Seeretaiy
S. JAY ZIMMERMAN
Oireaor
September 1?, 2017
Mr. Wilmer Melton, III. Director of Public Works
City of Kann.apolis
401 Laureate Ways
Kannapolis, North Carolina 28081
Subject: Permit No. WQ0039476
City ofKannapolis
Downtown Kannapolis Infrastructure & Streetscape
Project
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Melton:
In accordance with your application received September 1 1�, 2017, we are forwarding herewith Permit No.
WQ0039476 dated September 1.2, 2017 to the City of Kannapoliis (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall he subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit: and is therefore incorporated
therein by reference.
Please pay particular attention to the followg conditions contained within this pe
Condition his permit shall not be automatically transferable; a request
Condition II.4: Requires that the wastewater
accordance with 1.5A NCAC
permit issued to the Permittee.
de and approved.
lection facilities be properly operated and maintained in
.0403 or any individual system -wide collectir n system
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute § 143-215..6A through § 1.43-215.6C, construction of additional or replacement wastewater
r tiles on ac it'ies an. or refieri°aTo.tn1 e P orq Carca-t`na-licenser fe;s ronaa n.gineerm b tl-i WlicenIsing
board.
If any parts, requirements, or liritations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Flearings, 6714 Mail Service Center, Raleigh, NC
2'7699-6714. Unless such demands are made, this permit shall be final and binding.
Stare of"North C:arolna. < Ens roninentai \Vier Re xirces l Wateruatlity Regional Ohioan
Mooresville Regional Office i 61.0 rasa Center Avenue, Suite 301. ; Mooresville, North Carolina 281 1 a
704 663 1699

If you need additional information c nc miti tl is a r .. please contact Ori 1 uvia at 704) 5-2190 or
via -mail at ort,tuvidabrictlenneoli
Since
by W, Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division ision f Water Resources, NCDEQ
Aaron Wagoner ,E,(E-tiopy)
Moot ille Regional Office Files,
Water Resources Central Files
EER(.S -copy)
Page 2 of

E nvt`ronrnoni
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21. of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 2,073 linear feet of 8-inch gravity sewer, 434
linear feet of 10-inch gravity sewer, 1,025 linear feet of 12-inch gravity sewer and 1,094 linear
feet of 16-inch gravity sewer to serve as part of DOWIltOW11. Kannapolis Infrastructure ez
Streetscape Project development, and the discharge of 37,050 gallons per day of collected wastewater
into the Water and Sewer Authority of Cabarrus County's existing sewerage system, pursuant to the
application received September 1 1 , 2017„ and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 1.2, 1996,.as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1. 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein,
by W. Cot- ,y Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
f-thr-EnMati
Permit Number:
Permit Issued:
WQ0039476
September 12, 2017
Page 3 of 8

SUPPLEMEN
T TO PERMIT COVER SHEET
City of Kannapolis is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
I 5A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,1996., as
applicable; and the Division's Minimum Design Criteria for the .Fast -Track Permitting of Pump Stations.
and Force Mains adopted June 1, 2000, as applicable, unless specificallymentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I., SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 37„050 GPD, shall be made tributary to
the subject sewer system until an application for permit modification. fir an increase in flow
has been submitted to and approved by the Division. [ISA NCAC 02'10304 (b)]
II. STANDARD CONDITIONS
"This permit is not transferable.. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shali he considered on its
merits and. may or may not be approved. [15A NCAC 02T.0104; G,S 143-215.1(d3)]
This permit shall -become voidable unless the Nvastewater collection facilities are constructed in
accordance with the conditions of this pennit; 15A NCAC 2T; the Division's Gravity 'Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.01 101
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 021" .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Pennittee shall maintain compliance with an individual system -wide collection system permitfor the
operation and maintenance of these .facilities as required by 15A NCAC 2T .0403, If an. individual
permit is not required, the following performance criteria shall be met: [1.5A NCAC 02T .0 08(b)];
Page 4 of 8

pr
The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including -pumpstation inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented..
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
g,
A general observation of the entire sewer system shall be conducted at least once per year,
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with -15A NCAC 2B .0506(a)., and public notice shall be provided as required. by
North Carolina General Statute §143-215.1C
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and resid.ential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least 'bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3„ Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall he kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5 The Perrnittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number (704) 663-1.699, as soon as possible, but in no case more than 24 hours.
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line 'blockage or breakage, etc.; or
b, Any SSO and/or spill over 1,000 gallons; or
c„Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Divisionapproved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 1.43-
215.1C(a1)1
6. Construction of the gravity sewers, pump stations, and. force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters ofthe State. NSA NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted, facilities, the completed
Engineering Certification form attached to this permit shall be .submitted with the required supporting
documents to the address provided on the form.. A complete certification is one where the form is
fully executed and the supporting documents are provided. as applicable.. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineers
Certification shall be considered a violation of the permit and shall subject the Perinittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the upporting documents are
provided as applicable. Supporting documentation shall 'include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in.
force mains with a pump cycle, and downstream sewer capacity analysis. if a portable power
source or pump is dedicated to .multiple stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, include travel
timefrarnes, shall be provi ed,
c. Changes 10 the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10.9/6 or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 5 of 8

or
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation.. [45A NCAC 02T ..01.16]
8. Gravi.q: sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case ba.sis. Resolution of such request shall be evident prior to completing and
submitting the construction certification, [ 15A NCAC 02'F.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Perniittee for the life
of the wastewater collection facilities, [15A NCAC 02T ,0 H.61
10. Failure to abide by the conditions and limitations contained in this permit; 1.5A NCAC .2T, the
Division's Gravity Sewer Design Criteria adopted February 1,2, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, '2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina. General Statutes §143-215.6A
through §143-215,6C, constniction of additional or replacement wastewater collection facilities,
arid/or referral of the North Carolina -licensed Professional. Engineer to the licensing board. [15A
NCAC 02T .0104; I5,A NCAC 02T ,0108(b-c)1
11. In the event that the wastewater collection facilities fail to .perfonn satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 021 .0108(b)]
12, The issuance of this permit shall not exempt the Pennittee from complying with any and all statutes,
niles, regulations, or ordinances that may be imposed by the Division any other Federal., State, or
Local government agencies which h.ave jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215..1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PE.RMITTEE: art' OF KANNAPLIS
PERMIT #: WQ0039476
PROJECT: DOWNTOWN KA.NNAPOLIS INFRASTRUCTURE & STREETSCAPE
PROJECT
ISSUE DATE: SEPTEMBER 12, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard.
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water QualityRegional Operations Section at the
address noted in the page footer,
Any wastewater flow made tributary to the wastewater collection. system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a :final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
1. the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
Printed Name.,
SignatureDate
E7sIGINEER'S CERTIFICATION
1, as a duly registered Professional Et n.eer On the State of North Carolina,
having been authorized to observe (El periodically, weekl):, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction.
was observed to be built within substantial compliance of this pemiit; 15A 'NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted Febniary 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast:I-rack 'Permitting of Purnp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

047
Program Category
Non -discharge
Permit Tyne
Gravity Sewer Extension, Pump Sta
Prurtibry Reviewer-
ori.tuvia
Coastal SWRule
Permitted Flow
37,050
Facility
,nt
rare e
r'Extensions
Centre! Files: APS SWP
9/12/2017
Per tit Tracking Slip
Status Project Type
Active New Project
Version Permit Classiti
1.00 Individual
Permit Contact Affiliation
Facility Name
Downtown Kannapoli
Location Address
401 laureate Way
Kannapolis
Owner
More
reetscape Project
NC 28i
MtajorlMartor
Minor
Fa
Ahliatsnri
Region
Pooresville
County
Cabarrus
Chvner Name
City of Kannapolls
Cates Eder is
Owner Type
Government - Municipal
Owner Affiliation'
Wrlmer Melton 11t
DtR PUBLIC WORKS
PO Box 1199
Kannapolis
NC 28081119
Dig tissue App Received
9/12/2017 9/11/2017
Regulated Aciitatfes
Draft Snitia
Scheduled
suance
Domestic, other
Wastewater collection
Public Notice issue
EffectEffective Expiration
2/2017 9/1212017
l equest d IReceived Events
Additional infarelation requested
Additional iaafasri ation received
Waterbody Name
rtiIndex Number CuireiClass Subbasin

DO NOT ACCEPT UNLESS THIS CHECK iS PRINTEDNlITH A COLOR .BACKGROUND, CGNTAINS A VOID 'PANTOGRAPH,.
FARO O
0wth''C rJ€ine 2
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ollar
DEPARTMENT N IR MENTAL.,QUY' AL Tct
610 E CENTER AVE
BUTTE 301
MOORESVILLE, NC 28115 an ger
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NO PACE :ANC) BACK, UV FIRERS AND A WATERMARK ON THE REVERSE,SIDE
Check Check`
'Pate N mber
09/08/2017 00140349
TH{$-©JSBURSEk1ENTHAS QEEN APPROVUJ�A
REQUIRE©, BY; THE LOCAL GOVERNMENT
F1UO3ETAND ISCAL,C(NTROL;ACT,
480
000 L 4o 3 1-, 911' 4000 21-$81: 20? 28803 608 ? 311'

15A NC. .
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
MCK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: )114) 3ti
PI
by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1 Applicant's name: City of Kannapolis (company, municipality, HOA, utility, etc.)
2. Applicant type:Individual El Corporation El General Partnership E] Privately -Owned Public Utility
E] Federal E State/County 1 Municipal E] Other
3. Signature authority's name: Wilmer Melton, III per 15A NCAC 02T .0106(b)
Title: Director of Public Works
4. Applicant's mailing address: 1401 Laureate Way
City: Kannapolis State: NC Zip: 28081-
5: Applicant's contact information:
Phone number: [phone] Email Address: wmeltonCa4kannapo1isne.gov
11. PROJECT INFORMATION:
1, Project name: Downtown Kannapolis Infrastructure & Streetscape Project
2. Application/Project status:
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: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.497113' Longitude: -80.626750'
5. Parcel ID (if applicable): 56135935600000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Aaron Wagoner License Number: 043902
Firm: LandDesign, Inc
Mailing address: 223 N Graham St
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: awagoner@landdesign,com
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 Downstream (Receiving) Sewer Size: inch
'System Wide Collection System Permit Number(§)fif applicable): WQCS
Owner Narne(s):
FORM: FTA 04-16 Page 1 of 5

VI, GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
Yes 0No N/A
App
ant i
a Developer of lots to be sold, has a Devel
3. If the Applicant is a Home/Property Owners
4. Origin of wastcvvater: (check all that apply):
LI Residential Owned
0 Residential Leased
0 School / preschool' day care
0 Food and drink facilities
0 Businesses / ,offices / factories
rational Agreement FORM; DE' been attached?
0 Yes 0No N/A
\ssociation. has an Operational Agrecin:._ t ,)A), been attached?
0 Yes EjNo N/A
0 Retail (stores, centers, malls)
Retail with food preparation/service
D Medical / dental / veterinary facilities
0 Church
Nursing Koine
5. Nature of wastewater Domestic/Commercial
100 % Commercial
% Industrial (See 15,A. NCAC 02T .010_42Q))
1-9-11s there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? 0 Yes
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
D Car Wash
0 Hotel andlor Motels
0 Swimming Pool /Clubhouse
LI Swimming Pool/Filter Back -wash
Other (Explain in Attachment)
Yes 0 No
No
tablishment T. (see 02T.0114(0)
Daily Design Flow
No. of Unit
Clubhouse/Locker Room Facility
50 gali100 sf
12600 sf
6,300 GPD
Baseball Stadium
5 gaL/seat
6,000 seat
30,000 GPD
Maintenance Building
250 gallfixture
3 fixtures
750 GPD
gal/
GPD
gal/
gal/
GPD
Total
GPD
37,050 GPD
a See 15A NCAC 021 0114(1% (d), (e)(1) and (e)1_2) for caveats to wastewater design flow rates (ix:, 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 GS _42A 74)c
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15 A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8, Wastewater generated by project: 37,050 GPD (per 15A NCAC 02T .(i11,4)
Do not include future flows or previously permitted allocations
If pennitted flow is zero, indicate why;
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
LI Flow has already been allocated in Permit Number:
LI Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 041-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gr vity Sewers):
1. Summarize gravity sewer to be pemiitted:
Size (inches)
8
10
12
16
Length (feet)
2073
434
1025
1094
Material
Ductile Iron
Ductile Iron
Ductile iron
Ductile Iron.
R E RIM:JAC:6' D
r, favvR
.9 017
M 00 Rti'SOU Ott - NAL OFFICE
M R faiM LE REGIONAL, FFfCri
Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
';%. Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VM. PUMP STATION DESIGN CRITERIA (If Applicable) — orr .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 'n hes)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T ,0305(11)( I ):
D Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( I )(8):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y. Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - I 5A NCAC 02T
,0305(h)(1)(C )
or
El] 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 stationsstorage
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

SETBACKS & SEPARATIONS — (028 .0200 &ISA NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(11*. (g)
5A NCAC 02T.0305(f) contains .• mum separations h shall be provided for sewersystems:
Storm
Aback Para
nd other uti1ttie not listed belo
eparation R
24 inche
Yes [1] No
ins (vert
iai
ical-wa
izontal)
over sewer including in benched trenches)
18 inches
0
Reclaimed water lines (vertical - reclaimed over sew
inches
Reclaimed water lines (horizontal - redairned over sewer)
et
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source f drinkin water
100 feet
raters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation) and wetlands (see item IX,2)
0 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
Any basement
Top slope ofembankment or cuts of2fcet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
5 feet
10 feet
1.0 feet
5 feet
10 feet
36 inches
A 15A, NCAC 02T.0305(n) contains alternatives where separations in 02T.0305(1) cannot be achieved.
A **Stream classifications can be identified using the Division's NC Surface WaterClassifications webpage
If noncompliance with 021%0305(j) orfg), sec Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes No N/A
A See the Division's draft separation requirements for situations where separation cannot be meet
A No variance is required if the alternative design criteria specified is utilized in design and constriction
A As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1 5A NCACO213,02011? [J Yes E] No N/A
A This would include Trout Buffered Streams per I5A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
A. Information can be obtained from the 401 & Buffer Permitting Branch
Yes 4No
5. Does project comply with 15A. NCAC 02.1.0105146) (additional permits/certifications)? Yes D No
Per 15A .NCAC: 02T„01.05(0(f!), 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 021.0402,. "high -priority sewer" means. "any aerial sewer, sewer contacting surface waters, siphon, or sewer
.positioned paraliel to strcambanks that is subject to erosion that underminesor deteriorates the sewer.
Ei Yes Ei No N/A
A If yes, include anattachment 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 pertnitees individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
1., Does the submitted system comply with 1
and Force Mairts_tlate5Lversionj, and the
' 02T, the Minimum Design Critgia. for the Permitting' or Pump Stations
er Minimum D ,ri teria (latest versiolij as applicable?
Yes JNo
If No, compete 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:
GroNEaR,
(Professional Enne
r's name from Application Item 111,1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest vetsion), 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 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 143-215.68, 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):
W ILMEA Ket-71004 III gGc-r*t oft i71.4 i‘ te.1 04-145
(Signature Authority's MUM & title from Application Item 1.3.
phti--
\\ /
CA //„.
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. 1 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 143-21,5..611, 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:
7
FORM: FTA 04- I 6 Page 5 of 5

Public 1kx':)rks
September 8, 2017
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Downtown Kannapolis Infrastructure & Streetscape Project
Sewer Extension
City of Kannapolis — Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the
permit application along with the $480 processing fee for the above referenced project.
Also enclosed is the flow acceptance letter from the Water & Sewer Authority of
Cabarrus County stating they will accept and treat the additional wastewater at the
Rocky River Regional Wastewater Treatment Plant.
The proposed extensions and replacements will connect to the existing Kannapolis
sewer system which extends to the WSACC Irish Buffalo Creek Interceptor. This
wastewater collection system will serve the Downtown of Kannapolis and the proposed
Kannapolis Minor League Ballpark.
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 call me at 704-920-4219 if you have any questions.
Sincerely,
Misty
L3LlC WC
704-920-4200
K.A N N.A INC,. 28081
SNt

Treatment

WSACC
August 28, 2017
Mr, Michael Legg
City Manager
City of Kannapolis
P.0, Box 1199
Kannapolis, NC 28082-1199
Subject: How Acceptance Request — City of Kannapolis
Downtown .Kannapolis Infrastructure
Dear Mr, 1,..egg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704,786,1783 • 70,4,795.1564 Fax
www,wsaccorg
This is an approval of the flow acceptance request received by the 'Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Kannapolis on August 25, 2017. WSACC has or will have capacity at the
Rocky River Regional \Vastewater 'Treatment Plant and appropriate sewer interceptors to transport and treat the
commercial wastewater from the proposed project entitled Downtown Kannapolis Infrastructure, located near
West B Street and West lStreet. The referenced project will serve existing development and a new ballpark
with clubhouse/locker room 'facility, stadium, and maintenance building, with a projected (additional) wastewater
flow of 37,050 g-,illons per day (gpd), 'lite wastewater generated by this project will be conveyed through the
proposed 16-inch line, through an existing gravity system, and then enter WSACC's system at the existing IS
inch Irish Buffalo Creek Interceptor, WSACC agrees to accept wastewater from the proposed development based
on infOrmation provided by LandDesign (Civil Engineer lot the project) using North Carolina Department of
Environmental Chtality (NCDE(,) wastewater flow guidelines,
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future, Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory.' :,Ipproval, and funding availability, It should be noted that .the list sch(_thile of
CIP projects are tentative and are .revised periodically to reflect changing conditions and needs.
If construction of this project is not started within (Ave) (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in ‘vriting, when
construction of this project is initiated.
If YOU have any questions, please eall nte at r7041 786-1783. extension 224,
Sincerely,
,
/
J, Thomas Hahn, PE
t„jtility Systems Engineer
cc: Misty Lippard. PE/Kannapolis
Wilmer Melton/Kannapolis
Aaron ‘Vagoner. PE/LandDesign
Michael Wilson/WSACC
Tim Kiser, PLIWSACC
Chad VonCannon, Ph/WSACC
NI uk Loin,ix/WSAC"C

Division of Water Resou
State of North Carolina
Department of Environmental Quatity
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01114)
(WSACC USE ONLY) Downtown Kannapolis Infrastructure
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility Permit #NC0036269
n Muddy Creek Wastewater Treatment Facility Permit #NC0081621.
facilitv*s perrnitted flow, MGD
26,500
Estimated obli ated flow not yet tributary to the WWTP. MGD
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the faci!ity, MGD
Percent of permitted flow used
2302
16.205 (61.15% of permit)
0.037
18.544
69.98%
Section 11. Pump, stations along the route from the jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
RRRWWTP
I Fir ) Capacity *
MCD
43)
Design Average Daily How "'* Approx. Curren
(Finn/pi) Average Daily Flow
.MGID MGD
55.440 22.176
..640
(C1.1.
Obligated, No 'lel
Tributary Daily How
NIGD
Total Current How
.Plus Obbgated Flo‘v
MGD
0.402 1.0,042
The Firni Capacity' of any pump station is defined as the maximum pumped flow that can he achieved with the largest pump taken out of service,
“ftesign Average Daily blow is the firm capacity of the pump station divided by a peaking factor nut less than LS.
'"A Planning Assessnnt Addendum baIi be atthed fr eeb purup tatin located between the project conned'.
in
ere Available
(E'4'=-( A-D)
Available
Capacity*"
IVIGD
2,134
Section III, WSACC Certification Statement:
J.,Thomas Hahn. 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 from the connection to the interceptor to the receiving wastewater
treatment facility; 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 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 Section I and Section 11 plus all attached planning assessment
addendu.ms 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,
ACC's Signing Offlciai Signature
Revision Date: 08/09/13

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 06-19-2017
[]City of Concord City of Kannapolis TownofHarrisburg ETown of Mt, Pleasant
['Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Downtown Kannapolis infrastructure & Streetscape Project —Project #
Description: The Downtown Kannapolis Infrastructure & Streetscape engineering plans and specifications, as prepared
and sealed by Aaron Wagoner, NCPE, with LandDesign, for the wastewater collection system extension consisting of
approximately 5,283 linear feet of I 6, 12 and 8-inch sanitary sewer with 35 manholes and 30 cleanouts to serve Downtown
Kannapolis and the proposed Minor League Ballpark located between West B Street and West 1 '5( Street, with a wastewater
discharge of 37,050 GPD. (see attached plan)
*Number of Lots: N/A OR *Number of Units: 6000 scat baseball stadium *Must be luded in
request.
Where will the new line be connected:
El 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 I6-inch sanitary sewer
extension will tie-in to the existing 12-inch sanitary sewer systemsystem.which extends to the 48-inch RCP material WSACC
Irish Buffalo Creek Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 48-inch RCP WSACC Buffalo Creek
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +7- Node 011173
What is the quantity of flow that will be discharged? 37,050 GPD
Flow type:
Ej Domestic °/(1 Commercial 100 El 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:
LIJ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Lil Approved LI Not Approved
Li Current Sewer Model shows

Division of %UV* fteliources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 41/14)
(fURISDICTI„ON USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
OCity of Concord PCity of Kannapolis DTown of Harrisburg DTownofMt Pleasant
E3Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Downtow Kannapolis Infrastructure & Streetscape Project —Project #
Description: The Downtown :Kannapolis Infrastructure & Streetscape engineering plans and specifications, as prepared
and sealed by Aaron Wagoner, NCPE, with LandDesign, for the wastewater collection system extension consisting of
approximately 5,283 linear feet of 16, 12 and 8-inch sanitary sewer with 35 manholes and 30 cleanouts to serve Downtown
Kannapolis and the proposed Minor League Ballpark located between West B Street and West lgt Street, with a wastewater
discharge of 37,050 GPD. (see attached plan)
What is the quantity of flow that will be discharged? 37,050 GPD
Flow type:
El Domestic °A.I4 Commercial 100
C 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)
(A)
Firm Capacity * Design Average Daily Flow **
MGD (Firintl4
MCD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily How
MGD
(D) (B+C)
Total Current Flow
Pius Obligated Flow
MOD
(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 M,WI'P where Available Capacity is <0,
Section II. Jurisdiction's Certification Statement:
I, Wilmer Melton, III, Director of Public Works, 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 fir which, to the best of my knowledge, will not adversely affect
the downqreamsewer capacity. Signature of this form indicates acceptance of this wastewater flow.
‘=,
jurisdiction's Signing Official Signature
Date
Revision Date: 08/09/13

urban design planning civil engineering branding landscape architecture
DATE: August 22, 2017
PROJECT NAME: Downtown Kannapolis Infrastructure — Minor League Ballpark
TO: Water And Sewer Authority of Cabarrus County
232 Davidson Highway
Concord, NC 28027
FROM:
RE::
To whom it
PROJECT #: 1016120
Aaron Wagoner, LandDesign
Downtown Kannapolis Infrastructure — Minor League Ballpark Flow Acceptance Request
y concern,
Enclosed is a WSACC application and utility plan for wastewater flow acceptance for the Downtown Kannapolis
Infrastructure Project, including the Kannapolis Minor League Ballpark. The stadium will include seating for 6,000 people,
a clubhouse, maintenance building and restroom/concession facilities. The proposed sanitary sewer system will reconnect
all existing taps from existing buildings (previously permitted) within project limits: The proposed sanitary sewer system
will tie-in to the existing 12-inch sanitary sewer system, which extends to the 48-inch RCP WSACC Irish Buffalo Creek
Interceptor.
Wastewater flow demands are as follows:
Clubhouse/Locker Room Facility
o 12,600 sf at 50 gal/100 sf = 6,300 gpd
Stadium
© 6,000 seats at 5 gal/seat = 30,000 gpd
Maintenance Building
© 3 plumbing fixtures at 250 gal/fixture = 750 gpd
Total wastewater flow requested = 37,050 gpd
Please review the enclosed application package and contact us with any questions. We are available to sit down with
WSACC at any time to discuss the project and the process for connecting to your system.
Thank you
anon Wagoner, PE
LandDesign
PO IBoz 36959 Charlotte, NC 30236.6959 1'23 North Graham Street Charlotte, NC 28302 V, 704,333,0325 F:704,376.8235

5014012M NCR& Phlit Sector • 61:/01
Mr. Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
August 28, 2017
Subject: Flow Acceptance Request — City of Kannapolis
Downtown Kannapolis Infrastructure
Dear Mr, Legg:
WATER 8( SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704395.1564 Fax
www.wsacc.org
This is an approval of the flow acceptance request received by the Water and Sewer Authority of Caba.rrus
County (WSACC) from the City of Kannapolis on August 25, 2017. 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 Downtown Kannapolis Infrastructure, located near
West 13 Street and. West I s' Street. The referenced project will serve existing development and a new ballpark
with clubhousellocker room facility, stadium, and maintenance building, with a projected (additional) wastewater
flow of 37,050 gallons per day (gpd). The wastewater generated by this project will he conveyed through the
proposed 1.6-inch line, through an existing gravity system, and then enter WSACC's system at the existing 48-
inch Irish Buffalo Creek Interceptor. WSACC agrees to accept wastewater from the proposed development based
on information provided by LandDesign (Civil Engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval,. and funding availability. It should be noted that the list and schedule of
CIP .projects are tentative and are revisedperiodically to reflect changin.g conditions and needs.
If construction of this project is not started within two GO years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any questions, please call me at [phone], extension 224,
Sincerely,
£-
3 Thomas Hahn. PE
Utility Systems Engineer
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapolis
Aaron Wagoner, PE/LandDesign
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

State of North. Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Aeceptance for Sewer Extension Permit Applications
Division of Water Resourtes (FTSE —01/14)
(WSACC USE ONLY) Downtown Kannapolis Infrastructure
Section I. Name of wastewater treatment facility (\MIT) receiving wastewater:
Rocky River Wastewater Treatment Facility Permit. iiNC0036269
D Muddy Creek Wastewater Treatment Facility — Permit 4NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD 2.302
WWTP facility's actual avg. daily flow, MGD 16.205 (61.15% of perm -
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
26.500
0.037
18.544
69.98%
Section H. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Puntp Station.
(Name or Number)
MC
Firm Capacity *
D
RRRWWTP MPS 55 A40
(A) (B)
Desiza Average Daily Flow *k „Approx. Current
(Firnalpf) Average Daily Flow
MGD fYiGiD
. 76
(C)
Obligated, Not Vet
Tributary Daily flow
MGD
= (13+C)
Total Current blow
Plus Obligated How
'MGT)
9.640
0.402
10.042
the Firm Capacity of any pump station is defined as. the maximum pumped flow that can he achieved with the largest pump taken out of service.
L **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not .1s than 2.5.
Planning Assessment Addendum shall be attached for each pump station located between the project:connection point and the VW] P where Available Capacity is .‹ O.
(E)(A-D)
Available
Capacity
NiGn.
2.134
Section III. WSACC Certification Statement:
1, J. Thomas Hahn. PE„ certify that, to the best of my knowledue, the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; 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 .treatment plant under normal circumstances,
given the implementation of the planned improve.ments 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 1 and Section II 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.
5/ACC 's Signing
'cial Signature /Dot .?
Revision Date: 08/09/13

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 06-19-2017
OCity of Concord 4City of Kannapolis Town of Harrisburg DToi of Mt. Pleasant
EjCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title; Downtown Kannapolis Infrastructure & Streetscape.Project—Proiect #
Description: The Downtown Kannapolis Infrastructure & Streetscape engineering plans and specifications, as prearedprep
and sealed b Aaron Wa oner. NCPE with LandDesig-n, for the wastewater collection system extension consistingof
approximately 5,283 linear feet of 16, 12 and 8-inch sanitary sewer with 35 manholes and 30 cleanouts to serve Downtown
Karmapolis and the ro osed Minor Lea ue Ballpark located between West B Street and West. 1" Street, with a wastewater
discharge of 37,050 GPD. (see attached plan)
*Number of Lots: N/A OR *Number of Units: 6000 seat baseball stadium *Must be included in
request.
Where will the new line be connected:
El Directly into a WSACC interceptor
Into the Jurisdiction's existing collection system
El into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 16-inch sanitary sewer
extension will tie-in to the existing 12-inch sanitary sewer system, which extendsto the 48-inch RCP material WSACC
Irish Buffalo Creek. Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 48-inch :RCP WSACC Buffalo Cree
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node 011173
What is the quantity of flow that will be discharged? 37,050 GPD
Flow type:
Ej Domestic Commercial 100 Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
E 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 connectiona 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:
LI Current sewer model shows an Interecptor as being surcharged south of the manhole in question,
111 Approved LJ Not Approved
111 Current Sewer Model shows:

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
ICTI•N USE 0 LY)
Jurisdiction Requesting Flow Acceptance for Collection System:
Dcity of Concord City of Kannapolis EJTowii of Harrisburg EjTown ofMt. Plea ant
EjCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Downtown Kannapolis Infrastructure & Streetscape Project —Project #
Description: The Downtown Kanna olis Infrastructure & Streetscape engineering Plans and specifications, as prepared
and sealed b Aaron Wagoner, NCPE, with LandDesi n. for the wastewater collection s stem extension consistin of
approximately 5,283 linear feet of 16, 12 and 8-inch sanitary sewer with 35 manholes and 30 cleanouts to serve Downtown
Kannapolis and thepoos4Minor League Ballpark located between West B Street and West 1st Street, with a wastewater
discharge of 37 050 GPD, (sce attached Ian
What is the quantity of flow that will be discharged? 37,050 GPD
Flow type:
0 Domestic
%
Commercial 100 0 Industrial
Section I - List the Jurisdiction's pump stations located 'between the project connection point and the WSACC
Interceptor connection point.
Pump Station FirmCapacity *
(Name or Number) MGD
(A)
Design Average Daily Flow **
(Finn/pf)
MGD
(13)
Approx. Current
Average Daily Flow
MGD
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) C)
Total Current Flow
Plus Obligated Flow
MGR
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity of any pump station is defined as the masimum 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 try a peaking factor not less than 2.5,
***A Planning Assessment Addendum shall be attached for each pump station located hetsveen the project connection point and the WWTP where Available Capacity is <O.
Section 11. jurisdiction's Certification Statement:
Wilmer Melton, III, Director of Public Works, 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 WSACCinterceptor; 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 downstreamsewer capacity. Signature of this form indicates acceptance of this wastewater flow.
Jurisdiction's Signing Official Signature Date
Revision .Date: 08/09/ i 3

n urban design planning civil engineering branding landscape architectirt
DATE:
PROJECT NAME: Downtown Kannapolis Infrastructure — Minor League Ballpark. PROJECT #: 1016120
TO: Water And Sewer Authority of Cabarrus County
232 Davidson Highway
Concord, NC 28027
FROM:
RE:
August 22, 2017
Aaron Wagoner, LandDesign
Downtown Kannapolis Infrastructure — Minor League Ballpark Flow Acceptance Request
To who rra it fray concern,
Enclosed is a WSACC application and utility plan for wastewater firma acceptance for the Downtown Kannapolis
Infrastructure Project„ including the Kannapolis Minor League Ballpark. The stadiurn will include seating for 6,000 people,
a clubhouse, maintenance building and restroomlconcession facilities. The proposed sanitary sewer system will reconnect
all existing taps from existing buildings (previously permitted) within project limits, The proposed sanitary sewer system
will tie-in to the existing 12-inch sanitary sewer system, which extends to the 48-inch RCP WSACC Irish Buffalo Creek
Interceptor,
Wastewater flow demands are as follows:
Clubhouse/Locker Room Facility
0 12,600 si at 50 gal/100 si 6,300 gpd
Stadium
o 6,000 seats at 5 gal/seat = 30,000 gpd
Maintenance Building
a 3 plumbing fixtures at 250 gal/fixture = 750 gpd
Total wastewater flow requested = 37,050 gpd
Please review the enclosed application package and contact us with any questions. We are avaifaite to sit drawn with
WSACC at any time to discuss the project and the process for connecting to your system,
Thank you
n Wagoner, PE
LandDesign
PO BcR 36959 Charlocre. NC 187364959 713 North Grsharn Scrreti Chnrlosre. NC 28701 V:704.333,0325 F:7©4 378,.9235

Water Resources
ENVIRONMENTAL QUALITY
June 7, 2018
Mr. Wilmer Melton, 111, Director of Public Works
City of Kan.n.apolis
401 Laureate Way,
Kannapolis, North Carolina 28081
SUBJECT: Partial Engineering Certification Acknowledgement
Rowan-Cabarrus Community College ATC
Permit No, WQ0039476
Permitee: City of Kannapolis
County: Ca.barrus
Dear Mr. Melton:
ROY COOPER
Covernor
ICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Intertrn ():rector
The Division of Water Resource's Mooresville Regional Office received the partial engineering
certification with record drawings for the subject sewer extension project on 6/5/2018. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Pe.miittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal,ncclent.org/web/wq/swp/ps/es/pnoc from the Collection Systems Applications page,
Should you have any questions,. please do not hesitate to contact Ori 'Fuvia at [phone], or at
ori.tu v i a@ri cdenr.go v.
Sincerely,
Ori Tuvia.„ Environmental Engineer
Mooresville Regional Office
Division of Water Resources,DEQ
cc: Aaron Wagoner, PE (E-Copy)
Central Files, MRO (Lasertich.e)
State of North Carolina Environmental Quality Watel Resourms
610 E CVier AVen,,R. Sone 301. PAxgenville. 28115
Phone: 704-66J-169i,,) nAernet www.lczlehr goy

FAST TRACK SEWER ENGtNEER(NG CERTIFICATION
PERM1TTEE: CITY OF KANNAPLIS
PERMIT #: WQ0039476
PROJECT: DOWNTOWN KANNAPOLIS INFRASTRUCTURE & STREETSCAPE
PROJECT
ISSUE DATE: SEPTEMBER 12, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. it should be submitted in a manner that documents the Division's receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page looter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent he Perrnittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Penn ittee, and the Perm ittee is prepared to operate & maintain the
wastewater collection system permitted herein oyortions thereof.
d Name, Tit
C.(1-
ENGINEER'S CERTIFICATION
1, Ago,' Weii 60iveiz , as a duly registered Prfessional En n er in the State of North Carolina,
having been authorized to observe (C1 periodically, P weekly, U full time) the constriction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final 4 Part nclude description)
(saz A-roz,dao e-0401.- LErt&c__ AND
friA ryK 7)4SCiti is,7r AAJ
Certification Comments/Quallfiers (attach if necessary):
043902
ci•
94,t4S
PkG oi B
NC OWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

FAST1V CK SEWER ENQINE kl
RTRFTION
PERMITTEE: CITY OF KANNAPLIS
PERMIT 0: WQ0039476
PROJECT: DOWNTOWN KANNAPOLIS INFRA TRUC' THE+li STREETSCAPE
PROJECT
ISSUE DATE: SEPTEMBER 12, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page Tooter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pemtlttee to
appropriate enforcement actions. The Permittee is responsible for trucking all partial certifications up
until a final certification is received by the Division.. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
?ERMITFEE'S CRRTW!CATID'N
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permlttee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof
e cr f4 c::..4a i Lk poi r' lk 5
ed Name, Title
Date
ENGINEERS CERTIF1CATIQN
Aas a duly registered Professional En itteer in the State of North Carolina,
to observe (0 periodically, Et weekly, �' tll time) the construction of the
i...: name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and.
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
P
(NAPE
(SEE AtMc
NAF FGA Pisa
Certification Comments/Qualifiers (attach If necessary):
NC DWR — Water Quality Regional Operatlo
Mooresville Regional 0
610 fast Center Avenue, 5utte 301, Mooresville, NC 28115
Phone: [phone]R99 FAX: [phone]

Sanitary Sewer Testing Report
Project Name:Kannapolis Major Infrastructure Phase 2
Project #: 1016120
Date:November 2018
Signed: William Morris
tnhotr
cation
SSMH-2a To SSMH-3 16 inch
Present at Site: William Morris- L DI
Pipe ancirei Pressure
289.06 Ductile
Air Test
(Minutes)
7:05
Comments
SSMH-3 To SSMH-4
16 inch 192.92 Ductile 7:05
SSMH-4 To SSMH-5
16 inch
176.43
Ductile
7:05
SSMH-5 To SSMH-4a
12 inch
82.87
Ductile
2:38
SSMH-4a To SSMH-1228
12 inch 17.85 Ductile 0:40
SSMH-4a To SSMH-6
12 inch 53,37 Ductile 1:59
SSMH-6 To SSMH-6a
12 inch 52,66 Ductile 1:59
SSMH-6a To SSMH-6b
12 inch 21.86 Ductile 0:55
SSMH-6b To SSMH-7
12 inch 202.06 Ductile 5:17
SSMH-7 To SSMH-1220
SSMH-7 To SSMH-9
12 inch 21.63 Ductile 1:19
12 inch 377.96 Ductile 6:03
SSMH-7 To SSMH-7a
12 inch 112.62 Ductile 3:18
SSMH-7a To SSMH-17
8 inch 121.57 Ductile 1:46
SSMH-17 To SSMH-18
8 inch 174.4
Ductile 1:46
N:1__2016110161201Docs\Per
ing\Sewer Certificati©n\Parti
w Sewer Testing Report 9:20 AM 1/15/2019

urban des gn pla
civic engtneenng branding landscpe cMe
February 19, 2019
State of North Carolina
Department of Environmental and Natural Resource
Division of Energy Mineral and Land Resources
610 E. Center Avenue, Suite 301
Mooresville, North Carolina, 28115
Re: Sanitary Sewer Partial Certification (Map 2)
Permit No. W00039476
City of Kannapolis
Downtown Kannapolis Infrastructure and Streetscape Project
Cabarrus County
To whom it may concern,
On behalf of the City of Kannapolis, we are providing herewith a testing report, partial as -built,
overall sanitary sewer map and a partial sewer certification for the sanitary sewer system
along Oak Avenue, West Avenue, West A Street and West B Street as part of the Downtown
Kannapolis Infrastructure and Streetscape Project, located in Cabarrus County.
This partial sewer certification package is being submitted to certify the construction and
completion of sanitary sewer from SSMH-2A to SSMH-4 along Oak Avenue, SSMH-10 to
SSMH-14 along West Avenue, SSMH-16 to SSMH-24A along West Avenue, SSMH-6 to
SSMH-9 along West Avenue, SSMH-7 to SSMH-18 along West A Street, SSMH-4 to SSMH-
1229 along West B Street, and SSMH-4 to SSMH-5460 along West B Street (see attached as -
built). This was constructed under the Permit No. W00039476. Construction of this system
was observed and built within compliance of the permit.
Feel tree to give me a call if you have any questions.
Respectfully Submitted,
Aaron Wagoner, PE
Associate
LandDesign
22') North Graham Street
Charlotte. NC 28202
V. 704.
F:704
.a32S
.32a6
www.LandOesign.cQrn
tsh�+sgton DC
Charlotte NC
Raietgh NC..
Dagas TX

fY
July 26, 2019
a:.
i e,r :ape architecture
State of North Carolina
Department of Environmental and Natural Resources
Division of Energy Mineral and Land Resources
610 E. Center Avenue, Suite 301
Mooresville, North Carolina, 28115
Re: Sanitary Sewer Final Certification
Permit No, WQ0039476
City of Kannapolis
Downtown Kannapolis Infrastructure and Streetscape Project
Cabarrus County
To whom it rr ay concern,
On behalf of the City of Kannapolis, we are providing herewith a testing report, as -built, overall sanitary sewer
map and a final sewer certification for the sanitary sewer system along Vance Avenue, Oak Avenue, West
Avenue, West A Street and West B Street as part of the Downtown Kannapolis Infrastructure and Streetscape
Project, located in Cabarrus County.
This final sewer certification package is being submitted to certify the construction and completion of sanitary
sewer from the existing downstream SSMH to SSMH-10A along Vance Avenue, SSMH-2 to SSMH-2A along
Oak Avenue, SSMH-2A to SSMH-4 along Oak Avenue, SSMH-10 to SSMH-14 along West Avenue, SSMH-16
to SSMH-24A along West Avenue, SSMH-6 to SSMH-9 along West Avenue, SSMH-7 to SSMH-18 along West
A Street, SSMH-4 to SSMH-1229 along West B Street, SSMH-4 to SSMH-5460 along West B Street, SSMH-
5460 to SSMH-15A to SSMH-15B along West B Street (see attached as -built). This was constructed under the
Permit No. WQ0039476. Construction of this system was observed and built within compliance of the permit.
Feel free to give me a call if you have any questions,
Respectfully Submitted,
Aaron Wagoner, FEE
Associate
LandDesign
223 North Graham Street
NC 2Fit202
wwwa t.andDesecon
Dalias

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPL1S
PERMIT #: WQ0039476
PROJECT: DOWNTOWN KANNAPOLIS INFRA. STRUCTURE & STR.EETSCAPE
PROJECT
ISSUE DATE: SEPTEMBER 12, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permitter to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
[, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
719..acs c °F
need Name, Title
ENGINEER'S CERTIFICATION
Date
a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ([1 periodically, 0 weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June I, 2 tit t, as applicable; and other supporting materials.
North. Carolina Professional Engineer's Seal w/signature & date:
Certification C0113 eats/Qualifiers {attach if necessary):
'fl l3 YNC4A4 irk MAP t AND ri141141..
C,t tl,u 1,.►J 1141 £JAs FiCavia4x+1
t‘460•ril P 7.e NcPEc,
NC DWR - Water Quality Regional Operations Sectlon 610 East Center Avenue, Suite 301, Mooresvitle, NC 28115
Mooresville Regional Office Phone: [phone] FAX°. (704)-633-6040