WQ0039259_Regional Office Historical File Pre 2018

Water Resources
ENVIROAWiLI•41UL
June 7.2017
Mr. Wilmer Melton, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Dear Mr, Melton:
ROY COOPER
Governor
41C1IAEL S. REGAN
Secretary
S. JAY ZMMERMAN
Director
Subject: Permit No. WQ0039259
City of Kannapolis
Centergrove Road Water and Sewer Relocation
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received June 2, 2017, we are forwarding herewith Permit No.
WQ0039259 dated June 7, 2017 to the City of Kannapolis (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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
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 §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
-board.
If any parts, requirements, or limitations 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 Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina Environmental Quality Water Resources Water QualityRegional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 3011'Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this
via e-mail at oriduvialdhicdenr. oy..
Sincerely,
r°., please contact ri Tuvia at 235-2190 or
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Jeffery Moody (RE.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PF (E-copy)
Page t

Environmental
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 357.5 linear feet of 8-inch gravity sewer as part
of Centergrove Road Water and Sewer Relocation, and the discharge of 0 additional gallons per
day of collected wastewater into the Water and Sewer Authority of Cabarrus County's existing
sewerage system, pursuant to the application received June 2, 201.7, and in conformity with 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 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. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039259
Permit Issued: June 7, 2017
Page 3 of 8

SUPPLEMENT 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 shali 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
15A NCAC 271; the Division's Gravity Sewer Minimum Design Criteria adoptedFebruary 12, 1996, as.
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June I, 2000, as applicable, unless specifically mentioned 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 flaw in excess of the quantity permitted herein, 0 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has
been submitted to and approved by the Division. [15A, NCAC 02T.0304 (b)]
H. 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 he
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved, [15A NCAC 02T,0104; G.S 143-2.15.1(d3)]
This permitshall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; I 5A 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.0 1 1.0]
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 02T .0110]
.4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for 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: [15A. NCAC 02T .0108(b)]:
Page 4 of 8

a. 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 pump station 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.
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 residential 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.
i. Right-of-ways and easements shall be maintained in the 'full easement width for personnel and
equipment accessibility.
j. Documentation shall be 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.
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], 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 Division approved 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 II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [(IS. 143-
215.1C(a1)]
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 of the State. (15.A NCAC 02T.0108(b)1
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this perrn.it shall he 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 collectionsystem extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee 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, DeclarationsiCovenants/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 supporting docurnents 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 calculationsincluding 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 stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to 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°/0 or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/t)pe of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

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. [15A NCAC 02T .0116]
8. Gravity 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 basis* Resolution of such request shall be evident prior to completing and
subinitting the construction certification. [ 15A NCAC 02T,0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
1.0, Failure to abide by the conditions and limitations contained in this permit; 115A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 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 §1,43-215.6C, construction of additional or replacement wastewater collection facilities,
andfor referral of the North Carolina -licensed Professional -Engineer to the licensing board. [1.5A
'NCAC 02T .01.04; 15A NCAC 02T .0108(b-c)]
1.1. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those,
as may be required by this I.Avision, such as the construction of additional or replacement facilities,
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12, The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have 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
PERMITTEE: CITY OF KANNAPOLIS
PERMIT #: WQ0039259
PROJECT: CENTERGROVE ROAD WATER AND SEWER RELOCATION
ISSUE DATE: JUNE 7, 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 arid all required supporting,
docutnentation. 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 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 he a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION.
I, the undersigned agent for the Perinittee, 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, Title
Signature Date
ENGINEERS CERTIFICATION
1, ,as a duly registered Professional Ejineer in the State ofNorth Carolina,
having been authorized to observe (E periodically, L weekly, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best drily
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial complianceof 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 E Partial (include d.escription)
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]

on of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TT CK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: I G be completed t.),
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. ,Applicant's name: City of K.amtap. °Lis npan municipality. DOA, utility, etc.)
Applicant type: J 1ndidualCorporation .0 General .Partnership
El SiateCount Tvlunicipal
D Federal
Signature authority's name: Wilmer 1eltoJIJ per 1,5A NCAC 02T ,0106M
'rifle: Director of Public Works
4. Applicant's mailing address: 401 ,L,aureate Way
City: .1<,"artrviolis State: NC Z.ip: 28081-0005
5. Applicant's contact information:
Phone 'number: (704) 92(1.-4200. Email Address: wineltoni`iiiikar utpolisnc.izov
LJ Privately-O‘vned Pt ic .itility
LJ Other
H. PROJECT INFORMATION:
1. Project .name: Centergrove Road Water and Sewer R.elocation
2. Application/Project :status: 0 Proposed (New Perinit) 0 Existing Permit/Project
If a modification, provide the existing permit, number: WQ00 and issued date:
ifnew: construction but part of a master plan, provide the existing permit number:
3, County where project is located: Caharrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.481513" Longitude: -80,579187'
5. Parcel ID Of applicable): 5023:1398:45
(or Parcel ID to closest downstream sewer)
HE CONSULTANT INFORMATION:
I. Professional Engineer Jeffery D. Moody License Nunthen NC' 13311
Finn: Alley, Williams. Carmen and Kiug.
'Mailing address: 120 'S,Main,Street
City: Kantinpolis State NC ZJP:
2808!-
Phone number: (794) 935,451,5, Email Address: jjnot
IV. WASTEWATER TREATMENT FACILITY (WWTIF) INFORMATION:
Facility Name; Rocky 'ver Regional Wastewater "treatment Plant Per nit Number: NC0036269
Owner Name: Yi,"ater& Sewer Authority ofCabarrnscountv
V. RECEIVING DOWNSTREAM. SEWER INFORMATION (if different than WWII):
1. Permit Number(s):
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

GENERAL REQUIREMENTS
I, lfthe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes DNo NIA
2. If the Applicant is a Developer o Iot o be sold, has a Developers Operational Agreement (FOR.M: DEV); been attached?
El Yes JN0 N/A
3, If the Applicant is a Home/Property Owners` Association, has an Operational AgentjFORM: .110A) been attached?
II Yes No NIA
4. Origin of svastewater: (ch
Residential C.)ivned
El Residential Leased
School / -preschool / day care
Li Food and drink facilities
El Businesses / offices / -factories
ck all that apply):
El Retail (stores, centers, malls)
Ej Retail with food prepar'ationlservice
Medical dental / veterinary facilities
0 Church
EJ Nursing Ilome
5, Nature of wastewater 04 Domestic/Commercial ty.'; Commercial
°,"0 Industrial (See 15A 'NCAC o2T .0.103(20))
:e a Pretreatment Program in effect?
6. Has a flow reduction been approved under ISA_NICA.0 cf2/101 I4It)' 0 Yes
If yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 LI(fl)
ID Car Wash
0 Hotel and or Motels
0 Swimming Pool /Clubhouse
LI swimming PoolfFilter Backwash
Other (Explain. in Attachment)
Yes LJ No
No
Daily Design Flow
gall
Flow
(IPD
GPD
GPD
GPD
GPD
GPD
GPD
a See 15A NCAC 021 ,0114(12 . d Off) and (e)12,) for caveat's to Nvastewater design .. • v rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T ;0114(c), design flow rates for establishments not identified [in table I 5A NCAC 021.01141 shall be
determined -using available flow data, Nvater using fixtures, occupancy or operation patterns, and other measured data.
8 'Wastewater generated by projeet 0 GPD (per 15A NCAC 02T .011.4)
Do not include future 'flows or previously permitted allocations
If 'perrnined flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will he permitted in subsequent permits that connect to this line
Ej Flow has already been allocated in Permit N I)
Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM' FTA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA
1. Summarize gravity sewer to be permitted:
8
8
f
PI
'cab!
02T .030.
Length (feet)
66,21
;ravtv Sewers
Material
291,28
Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —, 02T .0305 & MDC (Pump Stations/Force Mai s
COMPLETE FOR EACH PUMP STATION INCLUDED INTHISPROJECT
1 Pump station number or name: NIA
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3.. Design flow of the pump station: millions gallons per day :apacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total clynamic head (IDIT)
5, Summarize the force main to be permitted for this Pump Station
Size (inches) Length (feet) Material
6. Power reliability in accordance with L5A Nc.Ac2 02'11 t1:305N11:
Ej Standby' power source or pump with automatic activation and telemetry - I 5A NCAC 02T .0305(h)(1)(B):
Required for all pump stations with an average daily flow greater than or qua! to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow :loss than :15,000 gallons per day:
EI Portable power source with manual activation, quick -connection receptacle and telemetry - 1.5A NCAC 02T
.0305(1)(1)(C)
or
El Portable pumping, unit with plugged emergency pump connection and telemetry - 1„5A NCAC 02T ..0.305(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,
lithe 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

PIPPIPPPv., SETB.ACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project compl). with all separations found in I5A NC.A.0 02T .0305' k(g) Yes J No
15A NCAC 021.0305(0 contains minimum separations that shall beprovided 'for seer systems
Setback Parameter* Se a -
sewers and other utilities not listed below (vertical)
ains(vertical-wate ver sewer including in benched trenches)
(ater mains (horizontal)
aimed water lines (vertical - reclaimed over sewer)
clamed_ater lines horizontal - reclaimed over SCAVe
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class H impounded reservoirs used as a source of drinking ater
**Waters 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)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Abuildingloundation
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
Any basement 10 feet
Topslope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade (vertical) 36 inches
15A NCAC 02:1.0305f g) contains alternatives where separations in 02T.0305(1) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
noncompliance with 02T.0305(ti3rtgl, see Section X of this application
Does the project comply with separation requirements tbr wetlands'? (50 feet of separation)
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 thelocation of areas effected
3, Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .02001
Thiswould include Trout Buffered Streams per 15A. NCAC 2E3.0202
No
Yes 1 INo
4„ Does the project comply with an individual 404 Permit or any 401 Certifications? Yes LJ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can he obtained. from the 401 & Buffer Permitting, Branch
5.. Does project comply with I 5A NC.AC 02T.0105(c)(6) (additional permitslcertifications)? Yes Ej No
Per :1.5A NC.,AC: 02f.010*.10, 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 I 5A., Nr,AC 021.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters„ siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Ye 1 INo
If yes, include an attachment with details for cad- line, including type (aerial inc.lsize, material, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: HA 04- 16 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply withl5A. NCAC 02T. the Minimum Design Criteria for the PermittinLti of Pump. Stations
and Force -Mains (latest versionl and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes D No
No, complete and submit the VariancetAlternati ve Design Request application (VAD( -I 0-14) and supporting documents for
review. .Approval oldie .request is required prior to submittal of the Fast Track Application and supporting documents.
2, Professional Engineer's Certification:
atte,
(Professional Engineer's name forApplication item III.1.)
hat this application for
has been reviewed by inc 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 fluffier 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 arid Force 'Mains (latest versi(n), 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 materialand
have judged it to be consistent with. the proposed design.
'NOTE In accordance with General Statutes 143-2.15,6A and .443-215.6B, any person who knowingly makes any 'false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
'include a fine not to exceed. $10,000, as well as civil !penalties up to 525,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 021 ,0I06(b):
e.,Ci70,17P kCICKSittestthai this applicatiun for
(Signature .Authority -s name title :from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the bestof rny knos ledge. 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 fromthis non-
disc.harge systemto surface waters or the land will result in an immediate enforcement action that may include civil penalties.
injunctive relief, and or oil -initial prosecution. I vill make no claim against the Division of Water Resources should a condition
of this permit be violated, 1 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 11,43:215,6A. and 143-2,15.613„ any person Nvho knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, \vhieh may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
--- /7
FORM: 11A 04-16 Page 5 of 5

VICINITY MAP
CENTERGEOVE ROAD SEWER & WATER RELOCATION
KANNAPOLIS, NORTH CAROLINA
SCALE : 1" = 1000'

6
Centergrove Road Sewer Sc Water Replacement
Kannapolis, North Carolina
5755 54©
PROPOSED 8"
SEWER LINE
Concord Quadrangle
North Carolina
7.5 Minute Series (Topographic)
1" = 2000'
,CAMP Jut I,

WSACC
li1)14111544 kilt( S412
Nit. Michael Legg,
City Manager
City of Kannapolis
Ra Box 1199
Kannapolis, NC .28082-1199
May 10, 2017
Subject: Flow Acceptance Request — City of Kannapolis
Centergrove Road Water and Sewer Replacement
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704 786,1783 704,795,1564 Fax
W wmsacc, org
This is an approval of the 'flow acceptance request. that was received by the Water and Sewer Authority of
('abarrus County (WSACC) from the City of Kannapolis on May 8, 2017. WSACC has or will have capacityat
the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and -treat
the domestic wa.stewater from the proposed project entitled Centergrove Road Water and Sewer Replacement.
WSACC acknowledges that this project is a replacementirealignment of an existing sewer line, and that no
additional flow will be generated as a result of this project, As such, WSACC agrees to accept 0 gallons per day
(grid) of additional flow .from this project. The wastewater generated by this project Will be conveyed through
the proposed gravity system, through an existing gravity system, and then enter WSACC's system at the existing
18-inch Coldwater Creek interceptor. WSACC agrees to accept wastewater front the proposed development
based on information provided by Alley„ Williams,. Carmen, and King. Inc. (Civil Engineer for the project) using
North Carolina. Department of Environmental Quality. (NCDEQ) wastewater flow guidelines,
Fhe WSACC Capital Improvement Program ((IP) has been on pay as you go since Fiscal Year 2005 -- .2006,
funding Capital Projects entirely from Capital R.eserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSA(C'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 revised periodically to reflect changing conditions and needs,
If construction of this project is not started within two (2) sears 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 v qucstious. please call me at (704) .786-1783, extension 224.
cc: Misty 1...,ippard.„ PE/Kannapolis
Wilmer Melton/Kannapolis
Jeffery' D. Moody, PE7Alley, \ktllu
Michael Wi Ison/W SA CC
'Tim Ksei PE/WSACC
Chad VonCannon, PE/WSA.CC
Mark Lomax/WSACC
Sincerely,
Akt,
J. Thomas Hahn, PE.
Utility Systems Engineer
Carmen* and King, Inc.

State of North Carolina
Department of Environmental Quality®
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01714)
(WSACC USE ONLY) Centergrove Road Water and Sewer Replacement
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
Fl Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility ---- Permit ONC0081621
WWII' facility's permitted flow, MGD
Estimated obligated flow not yet tributail to the WWTP, MGD
WWTP .facility's actual avg. daily flow, MGD
Total flow for this specific req_uest, MG D
Total actual and obligated flows to the facility, MGD
Percent_of permitted flow used
26.500
1.959
16.205 (61.15% of permit)
0.000
18.164
68,54%
Section IL Pump stations along the route from the Jurisdiction's connection point to the 'WWTP.
rump Station
(Name or Number)
(A)
hrm Capa.eity * lksigli Average Daily Flow
MGD ()tam/pi)
11,1GD
(3) (C) lD)=(B÷C)
Approx. Current Obligated, 'Noi Yet Total Craton!: HOW
Average Daily How Tributary Daily Flow- Plus Oiled Floa,
MCD IGD MCD
RRRWWTP MPS 55,440 22.176 9.640 0.325
9;965
The Firm Capacity of any pomp station is ,defined as the maximum pumped flow that can be achieved with the largest pump taken out of service,
lesign ..Average Daily Flow is the firm capacity of the pomp station divided by a peaking factor not less than
Planning Assessment Addendum shall he attached for each pump station located between the project connection point and the WWTP where Available Capacity is <IT
Section Ill, WSACC Certification Statement:
1, 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
treatmentfacility; 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 1 and Section 11 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,
ACC's Signing (1, ficial Signature
Revision Date: 08/09/13

KA„N„N;
Public Works
May 30, 2017
P
North Carolina Department of Environmental Qw
Mooresville Regional Office - Water Quaiity Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Centergro\ e Road Water and Sewer Relocation
Sewer Relocation
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 'Ice for the above referenced. project. Also enclosed is
the flow acceptance letter from the Water & Sewer Authority of Cabarrus County stating they
will accept the permitted wastewater flow at the Rocky River Regional Wastewater Treatment
Plant.
The proposed relocation of the sewer at Centergrove Road is due to the NCDO'l TIP Project B-
.5369 (replacement of the NCDOT Bridge No, 53). This relocation wdl connect 10 the existing
Kannapolis sewer system which extends to the WSACC Coldwater Creek Interceptor. The
projected sewer flow to be discharged is 0 gpd for the replacement of the existing sewer with no.
new flow expected.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by ',Tour office and are being maintained by the Division of
Environmental Managem.ent. This project. will he installed in accordance with these Standard
Specifications.
Please call me at 704-920-.4219 if you have any questions.
Sinecre4),
1ity NtTippard, PEJ
VU bi C WORK„:S [AUREATE WAY KANNArLIs, N,C. 28081
704-')20-42.00 W\AAV.K.e\NNA PO L ESNC,GOV

Permit Number 0039259
Program Category
N -discharge
Permit Type
Gravity Sewer Extension, Pump Stations; & Pressure e r Extensions
Primary Reviewer
on. tuvda
Coastal, SWFteIe
Permitted Row
0
Fac
Central Files:
6i / 017
Permit it "r inShp
In revi
Version
A
Project Type
New Project
Permit CIassificatien
Individual
permit Contact Affiliation
Facility Name
Centerprove Road Water
Location Address
Owner Name
City of tnnpolis
Rot o tiori
Gatos "Events
Ogg Issue Apo Received Draft
6,i7 017 6 2 017
Regulated Activsties
6claeduled
Issuance
Subdivisioon
Wastewatrs
o
Facility Contact A.'
R ion
esville
County
Cabarrus
Owner Type
Government - Municipal
Owner Affiliation
Wilmer lelton III
DIR PUBLIC WORKS
PO :ox 119
Kannapotis
Requested /Received Events
Additional infocrnation ;#guested
Additional information received
Effective
m 017
NC
280
Expiration
4aterbody Name
Streamlidea Number
in

PAY
TO THE
OFi EVER
OF
FOIJ
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rag$ ring
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b�r91#n+
Aich` csr uraeying
7g r 4 ch hill road
Qh norm okra#ina 2716
P! one 36/226-5534
Hutidred Ei ht w and no/100

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF "(ANNAPOLIS
PERMIT 4: WQ0039259
PROJECT: CENTERGROVE ROAD WATER AND SEWER RE
ISSUE DATE: JUNE 7, 2017
19 RC Ft .flott CDC. NI fliDIAIR
t 9 R ct I 0
.0CATION
WQR
MOORE:SR 9.1. Itt REG to NAL OFF9CE
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 allrequired 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 Rioter,.
Any wastewater flow made tributary to thc wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Perrnittee 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 Pennine; 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 Perrnittee, and the Perrnittee is prepared to operate & maintain the
wastewater collection system permittedherein or portion „s thereof
v. op
Printed Name, Title.
(C6
Signature
ENGINEER'S CERTIFICATION
Date
1,,,,erFes.y D. moos)", , as a diAy registered Professional Eiineer in the State of North Caro Ina,
having been authorized to observe (e 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 hest of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to he huilt 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.
4itsor
North Carolina Professional Engineer's Seal wisignature & date:
Final LI Partial (include description
Certification Comments/Qualifiers (attach if necessary):
lECENttiNeDiNRIM",,M
*OROS
M MOM LLSR SiGtO NMI 'OFFICE
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone; (704)663-16,99 FAX; (704)-63.3-6040