WQ0039811_Regional Office Historical File Pre 2018

ROY COOPER
Governor
MICHAEL, S, REGAN
s'eArrva.:y
LINDA CULPEPPER
;maim arector
Vat1rkegutirces
March 13, 2018
Mr. Wilmer Melton, 111, Director of Public Works
City of Kannapolis
401 Laureate Way,
Kannapolis, North Carolina 28081
Subject: Permit No. WQ00398 11
City of Kannapolis
The Village at Kellswater Bridge - Phase 3
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr, Melton:
In accordance with your application received February 16, 2018, and additional information received
March 13, 2018, we are -forwarding herewith Permit No, WQ003981 I dated March 13, 2018 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 This permit shall be effective from the date of issuance until rescinded and.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 ILI: This permit shall not be automatically transferable; a request must be made and approved.
Condition HA: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 1.5A 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 .0e North Caaviinal'Eny irorunental Quality l'Water .Resources Water Quality Kegional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 301 %I ootesville, North Carolina 28115
704 663 1699

If you need additional i s r ation concerning this att r, please contact i ri Tuvia at ('704) 235-2190
via e-mail at ori.tuviaz'"a.,tncd nrw ov.
incerely,
oa gndby'
\---A14CC681AF27425.:.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
,c Patrick 9lurphy (P.E.) ( py)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (-copy)
Page 2of8

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 Kannapoliis
Cabarrus County
for the construction and operation of approximately 7,467 linear feet of -inch gravity sewer, 721.
linear feet of 13-inch gravity sewer to serve 202 4 Bedroom homes as part of the Village at
Kellswater Bridge - Phase 3 Project , and the discharge of 96,960 Gallons per day of collected
wastewater into the Water and Sewer Authority of Cabarrus County's existing sewerage system,
pursuant to the application received February 16, 2018, and additional information received March
13, 2018, 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 Environmental Quality 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,
DocuSigned by:
by W. Corey Basinger, Regional Supevisot
Water Quality Regional Operations Section
Division of Water Resources, 'NCDFQ
By authority of the Environmental Management Commission
Permit Number:
Permit Issued:
WQ0039811
March 13, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Kannapolis is hereby authorized to:
Construct, and then operate uponcertilication 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
15A NCA.0 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 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 flow in excess of the quantity permitted herein, 96,960 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)]
11. STANDARD CONDITIONS
1. This permit. is not transferable.. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a namechange of the. Permittee, a 'formalpermit 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 shall be considered on its
merits and may or may not be approved. [15A. NCAC 02T.0104; G.S 14.3-215.1.(d3)]
This permit shall 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 I, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02101101
3. 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 .01101
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 I5A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)1;
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
clays 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.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses 'shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0.506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.. IC,
h. A Grease Control Program is in place as follows:
, For public owned collection systems, the Grease Control Programshall 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 ofthe grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
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.
5, 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 mailmessages 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 tile a spill report by completing and submitting
Part 1 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 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, 143-
215.1C(al)
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. (15A '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 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 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, 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 supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One cop -y of the project construction record drawings (plan & profile views of sewer lines &
force tn.ains) 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, tnaterial 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 c)cle, 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% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
numberltype 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. [1.5A NC AC 02T .Q1-16]
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
submitting 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 ,01.16]
.10, Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 21; 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 §143-21.56.A
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, [15A
NCAC 021 .0104; 15A NCAC 02T .0108(b-c)]
11. 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 Division, 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 Pennittee from complying with any and all statutes,
:rules, regulations, or ordinances that may he 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. 143-2 l5,1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: W90039811
PROJECT: THE VILLAGE AT KELLSWATER BRIDGE - PHASE 3
ISSUE DATE: MARCH 13, 201.8
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 ail required supporting
documentation, ft 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 be 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 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. Title Signature. Date
ENGINEER'SCERTIFCATION
1.,. as a d.uly registered Professional ElEineer in the State of North Carolina,
having been authorized to observe (E1 periodically., LI weekly, Li full time) the construction of the.
project nam.e 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 1.2, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Perrnining 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 El Partial (Include description)
Certification Comment 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]

Per rnrtNumber 0039811
Central Files: APS S'UP
1 t3/2018
Permit Tracking Shp
Prcarrarn Category
Non -discharge
Permit Type,
Gravity Sewer Extension, Pump Stations, Pressure Se r Extensions
Primary Reviewer
oti.tuv'ia
Per,r tted Flow
Fa tray
Facility Name
The Village at Kenn
Location Address
Owner
ater
de - Phase
Status Project Type
Active New Project
Version Permit 0la si ication
100 lndivirdual
Permit Contact A.ffiiaatlrar
Niajcarr`l incr Region
MinorMooresville
Etaunty
Sactlity Contact .Affiliattot
Cabarrus
Owner er Name
City rat annapcti
/Events
Owner Type
Government - f lunicipat
f'lwner Atfiiaati
Wilmer Melton I I I
MR PUBLIC WORKS
PO 1199
tannapclrs
NC 280
Oriel Issue .App Rey
if 201 2/1612018
R + mate 1 Awe
Subdivision
Wastewater crillection
attali
ved
)raft In
tee
Scheduled
issuance
Puts isNotice
Requested "'Received Events,
.Additional information requested
Additional rnton•naticn re red
Exprratlan
212011 ft
Wa
beady Name
ex Number Current Class
Subbase

Division of Wter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: " o be compkted by DWR)
All Items must be corn let d or the plication will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: City of Karmapolis (company, municipality, HOA, utility, etc.)
2. Applicant type: D lndividual Corporation El General Partnership El Privately -Owned Public Utility
Federal E State/County Municipal Ej 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: 401 Laurate Way
City: Kanna oiis State: NC Zip: 28081-0005
5. Applicant's contact infomiation:
Phone number: [phone] Email Address: wmeitonkannapolisnc.gov
IL PROJECT INFORMATION:
I. Project name: The Village at Kellswater Bridge - Phase 3
2, Application/Project status: Ei Proposed (New Permit)
D Existing Pernik/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: 35,4668Longitude: -80.6604'
5. Parcel ID (if applicable): 04-051-0001,00
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: PatrickMik. oby License Number: 036836
Finn: R. Joe Harris & Associates, Inc.
Mailing address: 127 Ben Casey Drive, Suite 101
City: Fort Mill State: SC Zip: 29708-
Phone number: [phone] Email Address: pmurphy(a,doeharris,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I,. 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):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Narne(s):
FORM: ETA 04-1.6 Page

VI. .16.ENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes EjNo ZNA
2. Ifthe Applicant is a De/ .per of lots to be sold, has a Developer's Operational Aoree'' ) 'FORM: DE),±) been attached?
El Yes ON° N/A
3. If the Applicant is a llonteijfqwrty4,-)vfneys: Association, has an41.)perational I:Noisernent (f ogl)./1,11(A) been attached?
El Yes ON° NIA.
4. Origin of wastewater: (check all that apply):
Residential Owned
E Residential Leased
rj School I preschool / day care
1:1 Food and drink facilities
Businesses / offices / factories
Ej Retail (stores, centers, malls)
Ej Retail with food preparation/service
Medical / dental / veterinary
11 Church
' Nursing Home
5. Nature of wastewater : 100 0 Domestic/Commercial ?,4) Commercial
o Industrial (See i 5A N(.2A,( 021 ,003(2,0))
) is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 021 .0114(0? El Yes.
>,1fes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type 02.1-.0 I 14( I))
Residential
Daily Design Flow *'11
480 gal du (4 bedrooms)
gal'
gall
gall
gal/
Ell Car Wash
El Hotel andlor Motels
LJ Swimming Pool ./Clubhouse
Ej Swimming Pool Filter Backwash
El Other (Explain in Attachment)
Yes LJNo
No
No. of Units
Total
GPD
a See 15A NCAC 0'21 .011411„)),, R-11, Le)( / and (0(2 for caveats to wastewater design flow rates (i.e., minitnum 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.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ) 5AK,:,\C_OZITPIA41 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns. and other measured data.
8. Wastewater generated by project: 96„960 GPD (per c:A( 021/.0114)
Do not include future flows or previously permitted allocations
If perniirted flow is zero, indicate why:
I] Pump Station or Gravity Sewer LY here flow will be permitted in subsequent permits that connect to this line
Ej Flow has already been allocated in Permit Number:
LJ Rehabilitation or replacement of existing sewer with no new flow expected
E Other (Explain):
FORM: ETA 04-16
Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305
L Summarize gravity sewer to be permitted:
IDC(Gravity Sewers):
Size (inches) Length (feet)
Material
5,987
PVC
8
1,480
DIP
15 721
PVC
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet illirliMUM slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Purnp 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 purnp(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
O Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Ej Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02'T
.0305(h)(1)(C)
or
EI Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
▪ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX, .SETBACKS & SEPARATIONS — (02B .0200 & 1.5A NCA,C 02T .0305(1)):
•1. Does the project comply with all separations found in 15A NCAC 02T ,0305(t) & (g)
15A NCAC 02T.0305 containsminimum se.arations that shall be rovided for se
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Yes E] No
Separation Required
24 inches
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class II impounded reservoirs used as a source of drinkin, water
**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
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
18 inches
10 feet
18 inches
2 feet
100 feet
10 feet
5 feet
10 feet
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
10 feet
5 feet
10 feet
36 inches
• 15A 'NCAC 02T,0305(g) contains alternatives where separations in 02T.Q305(f) cannot be achieved,
• **Stream classifications can be identified using the Division's NC Surface Water Classifications webpa.e
),;>. If noncompliance with 02T.0305(1) or (g). see Section .X of this, application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes No
• See the Division's draft separation requirements for situations where separation cannot be meet
'lie' No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0700?
This would include Trout Buffered Streams per 15,A NCAC 2B.0202
Yes LiNo
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 4 Yes El No
• Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5, Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Yes LI No
Per 15A NCAC 021-..0105[0(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonnwater management plans, etc.).
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T,0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Yes I4No
• lf yes, include an attachment with details for each line, including (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: F lA 04-16 Page 4 of 5

X. CEKTIFICA"EIONS:
1. Does the submitted system comply with 1„5,A NCAC, 02:1: the Nlinimum. Design Criteria fOr the Permitting of Punip Stations
and Force Minns (latest version), and the Gravity Sewer Minimum Design Criteria latest version) as applicable?
Yes .0 No
If No, complete and submit the Variancei,,Mternatie 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
Professional Engineer's Certification:
at-c' Amp
(Professlonal tIngineerls name from Application Rein 111.1„)
attest that this application for
has been reviewed by me and is accurate.complete and consistent with the intonation 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 m accordance with the applicable regulations, Gravity Sewer
Nfinimum Design Criteria for Gravity Sewers (latest, version), and the 'Minimum Design Criteria for he Fast -Track
Permitting of Pump 'unions and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package. inclusion of these materials under my signature and seal signifies: that I have reviewed this
material and have judged it to he consistent with the proposed design.,
NOTE -- In accordance with General Statutes 143-215.,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty,' of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penaltie,s up to S25,000 per violation.;
North Carolina Professional Engineer's seal, signature., and date:
0-0A CARd'
• q-P•FESS./0
) .44,„
SEAL
C-4168
3 Applicant's Certification per 15A NCA( 02T ,0106(b):
1.tA) Di(01411t: RA. Woe -
(Signature Authority's name 8z. title from Application Item 1.3.)
attest that this application for
has been, reviewed by me and is accurate and complete to the best of my knowledge, I understand that if alt 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 wfll result in an immediate enforcement action that may include civil penalties,
injunctive retie and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated, also understand that if all required parts of tins application pac,kage are not completed
and that if all required supporting information, and attachments are not included., this application package will be returned to
me as incomplete.
NOTE In accordance with General Statutes 143-215,6A and 143-215,613, 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 Inc not to exceed SI 0,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16 Page 5 of .5

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Public \X''o 'Jo
February 13
r>
North Carolina Department of n nenta.l Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Kellsater Phase 3
Sewer Extension
Cite of Kannapolis -- Cabarrus County
Dear Sir or Madam:
Please find attached for your re iee and approval the original and one copy of t'.....
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 ta.tin they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant.
The proposed extension will cc nnect to the existing Kannapolis sewer system which extends to
the WSACC Irish Buffalo Creek Interceptor. This wastewater collection system will serve the
proposed Kellswater Phase 3 Subdivision.
The Water and Sewer Authority of Cabarrus County Standard Specifications for. Wastewater
Collections Systems were approved by your office and are being :in intained by the Division of
Environmental Management. This project will be installed. in accordat ce ith these Standard
Specifications.
Please call me at 704-920-4219 if you have any questions.
Sincer
LAU t
704- 920-4200
h.,\NNAr .
.APOIISNC.0

WSACC
r. Michael B. Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
March 5, 2018
'Ma
Subject: Flow Acceptance Request — City of Kannapolis
Kellswater Phase 3 (Additional Flow)
Dear Mr. ,ogg:
WATER & SEWER AUTHORITY
OF CABARRLIS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.17E33 • 704.795.1564 Fax
www.wsacc.org
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 February 28, 2018. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed project entitled Kellswater Phase 3, located off Kannapolis Parkway.
The referenced project will serve 202 single-family homes, with a projected wastewater flow of 96,960 gallons
per day (gpd). WSACC previously accepted 72,720 gpd associated with this project with a letter dated January
29, 2018. With this letter, WSACC is providing acceptance of the remaining 24,240 gpd to account for the
difference in requested flow associated with the increase from 3-bedroom homes to 4-bedroom homes. The
wastewater generated by this project will be conveyed through the proposed 15-inch line, through an existing
gravity system, and then enter WSACC's system at the existing 42-inch Irish Buffalo Creek Interceptor.
WSACC agrees to accept wastewater from the proposed development based on information provided by R. Joe
Harris & Associates, Inc. (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 revised periodically to reflect changing conditions and needs.
if construction of this project is not started within two (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 writing, when
construction of this project is initiated.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
a a
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Misty Lippard, PE/Kannapolis
Wihner Mettork/Kannapotis
Patrick L. Murphy, PE/R. Joe Harris & Associates, Inc,
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PFJWSACC
Mark Lomax/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Kellswater Phase 3 (Additional Fiow)
Section I. Name of wastewater treatment facility (WWII) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NOE036269
E Muddy Creek Wastewater Treatment Facility — Permit 4Na/081621
WWTP facility's permitted flow., MGD
26.500
'Estimated obli ated flow not yet tributary to the WWTP, MGD 1.907
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
7.040 (64.30% of permit)
0.024
18.971
71,59%
Section II. Pump stationsalong the route from the jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
RRRWWTP MPS 55.440
Fftrn Capacity *
MGD
, ,,
. (B) (C) (D) = (B+C)
,
1, ign Average Daily Flow ** i Approx.. Current Obligated, Not Yet Total Current Flow
(Firrnip() Average Daily Mow Tributary Daily Bow Plus Obi ad Flow
MGD ,
: NfGD MGD
22. 76 111,040 .478
0.438
* The Firm Capacity of any pump station is defined as the maximum pumped now that can be achieved with the largest pump taken out of servic-e,
**Design Average Daily Flow is the firm capacity of the pump station divider' by a peaking factor not less than d1.5„
***A Planning Assessa7ent Addendum shall be attached for each pump station located behreen the project connection point and the WWTP where Available Capacity is<U.
E).1,A-D)
Available
Capacgy***
MGD
0.698
Section III. WSACC Certification Statement:
1, J. Thomas Hahn, PE, certify that, to the best of ray 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 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.
au—
's Signing Official Signature at
Revisioi) Date 08/09/13

DivisioResourcesn
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 411140
(WSACC USE ONLY) Kellswater Phase 3
Section I. Name of wastewater treatment facility (WWIT) receiving wastewater:
17,q Rocky River Wastewater Treatment. Facility — Permit NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621.
WWTP facility's
26.500
Estimated obligated flow not Let tributary to the WWTP, MGD
1.585
WWTP facility's actual avg. daily flow, MGD 17.040 (64.30% of permit)
Total flow for this specific request, MGD 0.073
Total actual and obligated flows to the facility, MGD 18.698
Percent of permitted flow used
70.56%
Section 11, Pump stations along the route from the Ju risdietion's connection point to the WWTP.
Pump Station
(Name. or Number)
(A)
FM11. Capacity * Design Average Daily Flow **
MGD (Film/pi)
(13)
Apprr CUT] era
Average Daily Flow
MCI)
(C) (D) = (F3-dC)
Obligated, Not Yet Total Current Flow
Tributary Daily Flow Plus Obligated Flow
MCl/ MCI)
(E)=(.A-D)
Available
Capacity***
MCI)
RRRWWTP MPS
55.440
22.176
11.040
0.391 11.4
0.745
* 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
•**A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity 9<0.
Section III. WSACC Certification Statement:
I, 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 frOin 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 II plu.s, all attached planning assessment
addendum 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.
CC 's Signing Official Signature
at
Revisi.on Date: 08/09/13

R
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 41/14)
(WSACC USE ONLY) Kellswater Phase 3 (Additional Flow)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility - Permit #NC0036269
Muddy Creek Wastewater Treatment Facility - Permit #NC0081621
WWTP facility's permitted flow, MGD
Estimated obli::ted flow not yet tributary to the WWTP, MGD
26.500
1.907
WWTP facility's actual avg. daily flow, MGD 17,040 (64.30% of_permit)
Total flow for this specific request, MGD
Total actual and obligated flows to the faciflty, MGD
Percent of permitted flow used
0 024
18.971
71,59°A
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(A)
Pump Station Firm Capacity * ign Average Daily Flow " Approx. Current
(Name or Number) MGD (FirrniPt) Average Daily Flow
MGD MGD
RRRWWTP MPS 55.440 r22.176
(13)
.040
(CI (D) (E)-(A-D)
Obligated. Not Yet Tool Current Flow
Available
Tributary Daily Flow t9naObligated Flaw Caty
MCI) MG»
0.438
MGD
.478 10.698
• The Firm Capacity of any pump station is defined as the matimumn pumped flow that call tie achieved with tire largest pump taken out of service,
**Design Average Daily blow fa the firm capacity of the pump station divided by a peaking factor nut kla than
***A Planning Assessarient Addendum shall be attached for each pump station located between the project connectionpoint and the WWTP where Ay e Coped. <
Section III. WSACC Certification Statement:
1, J. Thomas Han1, 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
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.
Signing Official Signature
Revision Date: MOM 3

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CARARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 9- 2 - 2 0
EICity of Concord City of Kannapolis Town ofHdrrihiirg Ell FON471 of Mt. Pleasant
ElCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title.: FW-3 -Project # 211 6
Description: The en„gincerin2:TLans and specifications, asdirepiired and sealed by Patrick Murphy, 1N'C.PF, with R-Joe Flan -is, for the
wastewater collection system extension consisting of ap_groximately_5 987 linear feet of 8 inch PVC; 1,480 linear feet of 8-inch DIP
and 721 linear feet of 15-inch PVC sanitary sewer with 50 manholes and othermpuitenances to serve 202 sin,* fun -hints located on
site with a -wastewater discharge of 72,720 GPD.
^-n
*Number of Lots: 202 OR *Number of Units: *Must be included in request.
Where will the new line be connected:
1111 Directly into a -WSACC interceptor
• into the Jurisdiction's existing collection system
EIIInto a private line
Describe the location of the tie-in line .to which the new sewer line will connect: The proposed .15-inch sanitary
sewer extension will tie-in to the existing 15-inchsanitary sewer system, whichextends to the 42- inch RCP
\VSACC Irish Buffalo Creek Interceptor.
Which WSA.CC Interceptor will the flow ultimately be discharged into: 42- inch RCP WSACC Irish Buffalo Creek Jutercep
What is the WSACC manhole number that the flow will he discharged into? Node011254
What is the quantity of flow that will be discharged? 7 2 , 720 GPD
How type:
Domestic 1 0 % ri Com rti ercia LI Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility -Permit #NC0036269
I-1 Muddy Creek Wastewater Treatment Facility - Permit #NC0081621
Design drawings ofnew lines will be submitted to WSA CC 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 specificationof the ta
be required before flow acceptance will be provided.
Mark 1 at 704-786-1783, ext, 231, must be notified-48 hours in advance of a connection into a WS.ACC interceptor.
WSACC will inspect connection before, during, and aftercompletion,
If construction is not started within two (2) yearfrom the date of approval of the flo acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project,
rSACC USE ONLY:
DATE:
Current sewer model shows an Interceptor as being suicliargc.lsuuth ufthe manhole in question.
Approved Not .Approved
Current Sewer Model shows:

Divistart o ‘Va e- •
State of North Carolina
Department of Environment and Natural.Resources
Division of 'Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FT-SE-Al/14)
(JURISDICTION I'SE ONLY)
jurisdiction Requesting Flow Acceptance for Collection System:
ElCity of:Concord EICaty oi K.annapolis —own of Harriiibarg EIT own of Alti Pleasant
EIC.harlotte Mecklenburg Utilities
Project 'Fide, Description, iind Number of LotsfUnit:
Project if it le: Kw---3 •—Project# 2 11
Descriptioniddir ert,2jrle,Jim2."Larts and specification. ai-3pwtred and suilx-d by Patrick Murphy. IN'CP E., with R-Jbe fbr the wastewatr e1n
t,c1T1eNtoyot,1. cpy.isjstirrag.f.:5.1p•pl.o:Ontalely 0i r (INA ol 8-in.di PVC: 1,4SO lineu feet. of S-inch 1)IPi,Ln1:7211inear fee): of:154nch l'V(
irt \\-er with 50 trunhol es ;:,tnd other app•urtenances to serve 20'2 single. faalily It located on site with a wastewakT•ciischarge of '72,720
What is the quantity of flow that will be discharged? 72,720 (,PI)
Flow type:
II Domestic E Commercial
Section 1 - Ldst the Jurisdiction's pump stations located be :Cell the piplee
Interceptor connection point.
Stanfill Firm (.'apacity
(Mini e• or Numb(r) :MUD
(A)
Dc5izul1 ILiFlom '"
(Tr' win.'p1)
MGD
Industrial
117Cti011 point aol
) (C)
AWN% Clan CHI Obligumif Net YeT
Average Daily Flov, 1ilm.u.ary
M(i) MGO
,
1 I
1
y i
y i
1.' •
, .
(D)- rare) • attAin
- • •
i-s
Total Curium Flay, Available,
Plus Oblimited Floss
Camielty.""
MGD \15l)
Tbe Flan Capacity of any pomp station is defined as thg aginioni pumped flu N ahlt ca be milks with the largest pump taken ollt str,
I"Design A erage Doily 1 the tarril capacity of the pump station dis hied by a peaking factor not less than 2.5.
""A Planning Asspasmont Addenilom shalt l attached for •nach purup station located brto gen the projent connection point and the WW1 V h harkA‘iiilable Capacity is <0,
Section 11 Jurisdiction's Ccrli tic1tn Statement:
1. Wilmer Melton. HE Director of Public WOrkS, certify that, to the best at knowledge, the addition. of the volume
of wastewater to be permitted in this project has been evaluated .alcitig the route to .the receiving \VSA.CC interceptor; and the
flow from this project is nt t. itnticipated to cilliSe any capacity related sanitary sewer oviertiovvs or overburden on any
do‘mstreatn pump station 1 oute to the receiving \\ A( interceptor normal circumstances, given the iinplementation of the
planned irnprovernents ident dial in the plamiing assessment where applicable This analysis has been performed in t.iccordance
with local. established policies i;tricl procedures using the best available data, This certification applies to those items listed above
in Section I plus all autiched planning assessmeni addenclums for which., to the hest of Inv knodedge, win not adversely affect
the downstream sev%rripacity. Signature of this tons indicates acceptance of this wastowitter now.
—7•.° );• c?, 3 -
Si,grring i(t1 Signct Dale
kort Date os:D9/13

R JOE HARRIS & ASSOCIATES INC
PH. [phone]
127 BEN CASEY DR STE 101
FORT MILL, SC 29708
PAY TO THE NCDEQ
ORDER OF
Four Hundred Eight
NCDEQ
South State Bank
S©utNSt ate Bank c€am
4574
67•9Bf53Z
('IiELK {9i1GA
12/22/2017
•*480 00
and 0
011 0
0****, *. ******************** ********* ******* a; *********************+ *** pis********fk*
MEMO tAkbe i i
Kellswater Phase 3
DO
A

Division of Water R
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
t)=Ic..IL Application Numb : liki n (to be completed by DWR)
All Items must be completed or the application will be returned
L APPLICANT INFORMATION:
I. Applicant's name: City of Kannapolis (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Indivdua1 0 Corporation 0 General Partnership EI Privately -Owned Public Utility
Federal El State/County Municipal 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: 401 Laureate Way
City: Kannapolis, State: NC Zip: 28081-00 5
5. Applicant's contact information:
Phone number: [phone] Email Address: wineltonAkannapolisnc.gov
II. PROJECT INFORMATION:
1. Project name: The V'llage at Kellswater Bridge - Phase 3
2_ApplicationfProject status:
Proposed (New Permit) Ej 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: 354668' Longitude: -80,6604'
5. Parcel ID (if applicable): 04-051-0001,00
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Patrick Murphy License Number: 036836
Firm: R. Joe Harris & Associates, Inc.
Mailing address: 127 Ben Casey Drive, Suite 101
City: Fort Mill State: SC Zip: 29708-
Phone number. [phone] Email Address: pmurnhy@rioeharrisx,om
IV. WASTEWATER TREATMENT FACILITY (WWTF) LNFORMATION:
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(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQ
IREMENTS
If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Nece,
Yes ENo NIA
Developer of lots to he sold, has a Devel Qer's Operational Agreenlent °FURM: DEA 7 been attached?
Yes ONo N/A
E lontelProperty Owners' Association, has an Operational Agreement LOR [: lIOr\j been attached?
Yes LNo ®N/A
If the Applicant is a
If the Applicant is a
Origin of wastewater: (c
Residential Owned
EJ Residential Leased
�] School / preschool / day care
El Food and drink facilities
© Businesses °" offices / factories
eck all tl
apply).
Retail (stores, centers, malls)
LI Retail with food preparation!serviiiice
rjj Medical dental veterinary facilities
Q Church
Nursing Home
Nature of wastewater a 100 % Dorn.estic/Commerc
% Commercial
% Industrial (Sec 15A NCAC 02T 0103(20))
-3Is there a Pretreatment Program in effect''
6, Has a flow reduction been approved under 15A NCAC 02T .01 l4(1)?
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project'
Establishment Type (see 02T.01140
Residential
Daily Design Flow
y been attached?
LI Car Wash
� Hotel and/or Motels
Q Swimming Pool ..'Clubhouse
J Swimming Pool/Filter Backwash
Other (Explain in Attachment)
Yes
Yes Z No
480 gal'day (4 bedrooms)
gal/
gal/
No
Flow
96,960 GPD
GPD
GPI)
GPD
'Iota" ( 96,960 GPD
a See ISANC.A.0 o2 Ol 14(h),anelle)(12J for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling, proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south. or east of the Atlantic Intracoastal. Waterway to be used as vacation rentals
as defined in G.S. 42A-4),
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCACO2T.rt 14] shall
be determined using available Clow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 96,960 GPD (per 15,A N («' 02 I , 0 t 14_)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
LI Pump Station or Gravity Sewer where flow will be permitted in subsegatent permits ha._ connect to this line
Flow has already been allocated in Permit. Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
LI Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII: GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02'1' .0305 & (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
A Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A 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 PvIDC
Vill PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Main*
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 (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC 02T .0305(11)(1):
Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(B):
A Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
A Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(C)
Or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
A 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.
A If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORIvit FTA 0446 Page 3 of 5

IX. .- SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 021 .0305(f) &
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer
Storm
Setback Parameter*
ot listedbelow (vertical)
Water mains (verticalwater over er ncluding in benched eriches)
Water mains (horizontal)
Reclaimed water lines (vertica
ed over
Reclaimed water lines (horizontal - reclanned over er
Yes El No
ysterns:
Separation Required
24 inches
18 inches
0
e
ches
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water o ide elevation)and wetlands (see item IX.2)
Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
y basement
Top slope ofembankmentorutsof2 feet or ore vertical hei
Drainage systems and interce tor drain
Any swimming pools
Final earth rade (vertical)
2 feet
100 feet
0 fee
0 feet
5 feet
0 feet
10 feet
5 feet
10 feet
36 inches
A 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
A **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(0 or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
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 construction
A As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200?
A This would include Trout Buffered Streams per 15A NCAC 2B4O202
Yes Ej No
4, Does the project comply with an individual 404 Permit or any 401 Certifications? Yes No
A Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
A Information can be obtained from the 401 & Buffer Permitt 0 Branch
5. Does project comply with 15A NCAC 02T,0105(c)(6) (additional permitsice ications)? Yes El No
Per I5A NCAC 02T.0105(c)(61, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc,).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
EJ Yes 1No
A If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the perrnittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. .. CERTIFICATIONS:
Does the submitted system comply with :15A. NC AL 02.T, the Minimum Design Criteria for the Permitting, of Puiup Stations
and Force Maui s (latest version.), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
ui.red prior to, submittal of the Fast Track Appltcation and surrnortin
for review. Approval of there
documents.
2. Professional EngineersCertification:
I, 4'4(1: 14V
(Professtonal Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calc-ulations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minitnu.m Design Criteria for the Fast -Track
Permitting of Pump Stations and .Force Mains (latest version), Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
attest that this applicatio.n. for
'NOTE -- In accordance with General Statutes 143-21.5.6A and 143-21.5,6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well. as civil penalties up to $25,000 per violation.;
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
I, V) i OK, rkJLLJ (- i"" 4:' attest that this application for
(Signature Authority's name & title from Application Item I.3,)
has been reviewed by me and is accurate and complete to the best of my Icnowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete.. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor 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 143-21,5.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification. in any application package shall be guilty of a Class 2 misdemeanor, which tnay
include a fine not to ex.ceed. $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
)
Date: I ?i'18
FORM: FTA 04-16 Page .5 of 5

u... saCC. 'r KTMENT OrGe + AE.Sunv%v
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KANN,4,FO + QUAD4 ' GLE
NORTH 4i R01,91A
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X,q.,NNAZOUS, NC
za+a

P OUS

KANN
Public Works
February
North Carolina Department of Environmental Quality
Mooresville Regional. Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Kellswater Phase 3
Sewer Extension.
City of K annapolis — 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 staging they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant.
The proposed extension will connect to the existing Kaimapolis sewer system which extends to
the WSACC Irish Buffalo Creek Interceptor. This wastewater collection system will serve the
proposed Kellswater Phase 3 Subdivision.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-920-4219 if you have any questions.
Sincerely,
ORKS 401 LAUREATE WAY KANNALOLIS, N.C. 28C81.
704-920-4200 WWW,KANNAPOLt5N(C.GOV

WSACC
March 5, 2018-
llil6llll2 4.II�ItarP lc
Mr. Michael B. Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request — City of Kannapolis
Kellswater Phase 3 (Additional Flow)
WATER & SEWER AUTHoRm
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704,795,1564 Fax
www.wsacc.org
Dear Mr. Legg:
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 February 28, 2018. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed project entitled Keilswater Phase 3, located off Kannapolis Parkway.
The referenced project will serve 202 single-family homes, with a projected wastewater flow of 96,960 gallons
per day (gpd). WSACC previously accepted 72,720 gpd associated with this project with a letter dated January
29, 2018. With this letter, WSACC is providing acceptance of the remaining 24,240 gpd to account for the
difference in requested flow associated with the increase from 3-bedroom homes to 4-bedroom homes. The
wastewater generated by this project will be conveyed through the proposed 1 5-inch line, through an existing
gravity system, and then enter WSACC's system at the existing 42-inch Irish Buffalo Creek Interceptor.
WSACC agrees to accept wastewater from the proposed development based on information provided by R. Joe
Harris & Associates, Inc. (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 revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (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 writing, when
construction of this project is initiated.
If you have any questions, please all the at
4
786-1783, extension 228.
Sincerr�elly, f f
Thomas Hahn, PE
ty Systems Engineer
cc: Misty Lippard, Pp/Kannapolis
Wilmer Melton/Kannapolis
Patrick L. Murphy, PE/R, Joe Harris & Associates, Inc.
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

Division of Water Resou
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Kellswater Phase 3
Section I.. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
ri Muddy Creek Wastewater Treatment Facility — Permit #INC0081621.
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP,
WWTP facility's actual avg. daily flow, MGD
Total flow for this s cifie request,MGD
26,500
1.585
17.040 (64.30% of permit)
0.073
Total actual and obligated flows to the facility, IVIGD
Percent of permitted flow used
1.8.698
70.56$1)
Section IL Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A) (B) (C)
Desigu Average Daily Flow *' Approx, Current Obhaed, blYg Yet
(Firiwpf) Average Daily Flow Tributary Daily Flow
MGD MGD MGD
RRRWWTP MPS
(E)=FA-D,)
Available
Capacity""
55.440
22.176
.040 0.39
(D) (B i-C)
'f(tal Current Flow
Plus Obligated Flow
MCI)
11.431
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 How is the firm capacity of the punip station divided by a peaking, factor not less than 2.5,
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capac
Section HT WSACC Certification Statement:
1, 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 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.
's Signing QUicial Signature
RevisionDa - 08/09/13

Division
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Kellswater Phase 3 (Additional Flow
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit "C0081621
WWTP facility's permitted flow, MGD 26,500
Estimated obligated flow not yet tributaryto the WWTP, MGD 1.907
WWTP facility's actual ayg_. Oily flow, MGD
Total flow for this specific request, MGD
17.040 (64,30% of pennit
11024
Total actual and obligated flows to the faci1ity MGD 18 971
Percent of permitted flow used
71.59%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
(A) (B)
esp Average Deily Flow "' Approx. CILLIC111
(Firm/pf) Average Daily FII.AV
MGT) MGD
(C)
Obligated, Not Yet
Tributary Daily now
MGD
0.438
(D) =, (13-C)
Total Current Flow
Plus Obligated Flow
MGD
11.478
e 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 2-1,
"*A Planning Assessment Addendum shall be attacked rer each pump station located between the project connection p ntdtle WWTPwhcre AvailableCapaci.
(E)AD)
Available
Capacity''"
MGD
I 0.698
Section 111. WSACC Certification Statement:
1, J, Thomas Hahn, PE, certify that, to the best (Amy 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 II plus all attached planning assessment
addendums for which, to the best ofmy knowledge, will not adversely affect the downstream sewer capacity. Signature
of this form indicates acceptance of this wastewater flow.
CC's Signing Official Signature at
Rev Dare: 9/1

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 2019-2.5—7
EiCity of Concord EICity of K.armapolis Elfow.n ofHarrisburg OWil of Mt. Pleasant
EjCharlotte Mecklenburg Utilities
Project Title, Description, and Number ofLots/Unit:
Project Title: Ki473HProject # 2116
.Description: The engineering plans ankspecitications, as prepared and sealed by PatrickMurph:y,•,. NCPE, with R-Joe Harris, ,for the
wastewaterastewathr etionsystem extension consisting of p._pproximately 5 987 linear feet of 8.-ineh PVCL 1,480 linear feet of 8-4rich DIP
and 721 linear feet of 15-ineh PVC sanitary sewer with 50 manholes and other appurtenances to ,serve 202.single family lots. located on
site with a wastewater discharge of 72,720 GPD,
*Number of Lots: 2 02. OR *Number of Units: *Must be included in request.
Where. will the new line be connected:
• Directly into a WSACC Interceptor
111 into the Jurisdiction's existing collection system
O Into a private line.
Describe the location of the tie-in line to which the new sewer line will connect: Ilikroposed 15-inch sanitary
sewer extension will tie-in to the existing 15-inch .sailitary sewerystern which extends to the 42- inch 'RCP
WSACC Irish Buffalo Creek Interceptor.
Which 'WSACC Interceptor will the flow ultimately be discharged into: 42- inch RCP WSACC: Irish "Buffalo Creek Interceptor
What is the WSACC manhole :number that the flow will be discharged into? Node° 1254
What is the quantity of flow that will be discharged? "7 2 , 7 2. 0 GPD
Flow type:
1 Domestic ;IQ
Coin mercia I
Name of wastewater treatment facility (WWTF') receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
.uddy Creek Wastewater Treatment Facility Permit #NCOOS1621
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 infrastruc ture.
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 4,8 hours in advance of a. connection into a 'WSACC interceptor.
WSACC will inspect connection before, during, and after completion,
Ifcons1ruction is not started within two (2)vcarfrom 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.
▪ Industrial
SACC USE ONLY: DATE:
Current sewer model shows an interceptor as being surcharged south of the manhole in question.
Approved LI Not Approved
Current Sewer Model shows:

Diviston I lll' rtirces
(JURISDICTION USE ONL
State of North. Carolina
Department of En%ironlne t and Natural Resources
of Water Resources
Acceptance for Sewer l tension Permit Applications
(FT S E 4)
‘Jurisdiction Requesting Flow Acceptance for Collections,
—jCity of Concord its oCKan:napo'lis f ;rk)F41a offlarrisburg [jTclvvrt fyf n. Fie,,sanf
❑Charlotte Mecklenburg t ti
Project Title, Description, and Nuurnber of.hots/f.3nit
Project Title: 1c4-Tf-ProiectN 2 11 6
Description: The engineer ng plansand tidy af7cati+`rr<<m. s cared and seated h\Warrick MinThvmmNCPE. with R-Joe 1-1
systern extension consisting_ ot; approsimateely 5.937 it a teak c 8—inch. PVC::.1480 linearfeetof $inch DIP nd 721 linear
sanifat • sewer 4tiitb. 0 na .nhol=es and other appurtenances tta serve ?02 single family lots located or, site with a wastewater dischafro
What is the quantity of flow that will he discharged? 72,720 GPD
Flow„ type:
III Domestic I. a
lion 1 I ist
f eptt
Pomp Station
or bomber)
Contlltcrciat
❑ Industrial
lie Jurisdiction's l tlrnp stations located between the project calm eca'on t.
eetion point.
*The Firm Cal of any pump s
*''tiowiprt Average Daily Flow is the Firm eapac
'"A Planning Assessment Addendum shall be,
\IGD
r)es;t;r ,.eaecage t)aily Reis
(C)
Net Yet
Ty Daily Flow
\IGD
'rota! Ceure
Plus Obligated Flow
\1Gt,l
d as the maxim unt pumped flow that c«ta loe achieved with the largest pump taken out of.aerwi
p station divided by a peandts, factor not less than 2,5_
be project ccnnee-ion point and the WW P where Available Capacity b 4 tl.
°3©
n
n Fl. Jurisdiction's Cert
'leltyon, IIw Director(ti Public Vorks, certify that, to the best o, dge, the addition of the 'volume
permitted in this project has been evaluated along the route to the l°eceivirig WSACC interceptor; and the
anticipated t.o cause any capacity related sanitary sewer overflows or overburden on any
deA apump station hert in route to the receiving AI SACC interceptor normal circumstances,.. given the impiementatiotl c fthe
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 fisted above
in Section 1 plus all attached planning assessment addendu,rns for «hicti, to the best of my knowied.ge, will not adversely affect
the downstream sewer, capacit '. Signature of this form indicates acceptance of this \israstewater flow,
Date
5 i0F1 Date: a sio'y,'t

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF K.ANN.APLIS
PERMIT #: WQ00398.I. I
PROJECT: THE VILLAGE AT KELLSWATER. BRIDGE - PHASE 3
ISSUE DATE: MARCH 13. 201.8
This projectshall not be considered complete nor allowedto 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 notedin the page footer.
Any wastewater flow made tributary to the wastewater collection system exten.sion 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 th.e Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PER\I1TTFE'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
designIconstruction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
,2±C, Of' Of- 6-
Printed Name, Title ' ac_ 07).r :Ls Signatuie Date
ENGINEER'S CERTIFICATION
1, Patrick Murphy , as a duly registered Professional Eneer
in the State of North Carolina.
having been authorized to observe (1=] periodically, E weekly, LJ fulltime) 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; I5.A 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 wisignature & date:
LI Final Li Partial (include description)
Certification includes MH6-MH7, MH7-MH8, MH8-MH9, MH9-MH10,
MH10-MH11, MH11-MH12, MH12-MH13, MH13-MH26, MH26-MH27,
MH27-MH28. MH28-MH49, MH#29-MH#16, MH#29-MH#30, MH#30-MH#31
MHA631-MH#32, MH#32 MH#33, MH#33-MH#34, MH#49 MH#50,
MH#50-MH#51 & MH#51-MH#52.
Certification Comments/Qualifiers (attach if necessary):
1st
SEAL 07:
C-4168
G110.'1,e'
L tP3'
NC DWR — Water Quality Regional Operations Section
Mooresville Regional Office
610 East Center Avenue, Suite 301, MY6resvil e, NC 28115
Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
FiEGEIVEr ;DENRIDWR
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ00398 I I
PROJECT: THE VILLAGE AT KELLSWATER BRIDGE -
ISSUE DATE: MARCH 13, 2018
, SE .3 MOORESVILLE REGIONAL Of-TICE
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 ail required supporting
documentation. It, should be submitted in a manner that documents the Di vision'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)11 o
of this Certification shall be considereda violation of the permit and shall subject the Per1uItee 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 Pcrmittec, 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 Permittec, and the .Permittee is prepared to operate & maintain the
wastewater collection system .permitted herein or portions thereof,
tfM Meit-611
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
1, Patrick Murphy_ , as a duty registered Professional Engineer in the State of North Cat ol la,
having been authorized to observe (lc periodically,L weekly, hill 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; 5A NCAC 02T: the Division of
Water Resources' (Division) Gravity Sewer .MiniMUITI Design Criteria adopted February 1.2, 1996, as
applicable; the Division's. Minimum Design Criteria air the Fast -Track Permitting of Pump Stations and
Force Mains adopted tune 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wisignature & date:
El Final
50 Partial (include description)
Certification includes MI-1#1-M1-1#2, MH#2-MH#2A, MH#2A-MH#3,
MH#3-MH#4, MH#4-MH#5, MH#4-MH#29, MH#5-MH#6 &
MH#5-MH#21
Certification Comments/Qualifiers
ccessarij:
,0i1W11011/0
AR
ESS. /04/1„
SEAL
73: C-4168
6.)
:',Th1140C.
oniatiof
CAR
1
SEAL 1;:\
0346'4136
GrNee;••
L. 0
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

pPrir-
' FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF 'KANNAPLIS
PERMIT #: WQ003981. 1
PROJECT: THE VILLAGE, AT KELLSWATER BRIDGE - PHASE 3
ISSUE DATE: MARCH 13„ 2018
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 .ystern extension prior to cornptetion
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 Certificationshall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PER\IITTEE'S ICTtON
I, the undersigned agent for thc Permittec, 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 here' or portions thereof.
6(4_,
Name, Title
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Signature Date
ENGINEER'S CERTIFICATION
1, Patrick Murphy , as a. duly registered Professional Enuineer in the State of North Carolina,
having been authorized to observe (a periodically, E weekly, u 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
a.bilities, due care and diligence was used in the observation of the construction such that the constniction
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 Perlin:611g of Pump Stations and
Force Mains adopted June 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal \AL/signature & date:
[1] Final E] Partial (include description)
Certification includes MH#13-MH#14, MH#10-MH#22
MH#22-MH#23 & MH#23-MH#24
Certification Comments/Qualifiers (attach if n,ccessa.
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NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

North Carolina Department of Environmental Quality
Mooresville Regional Office ®dater Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Fie: The Village At Kellswater BridgePhase
C011 Partial Certification
City of Kannapolis Cabarrus County
Dear Sir orMadam:
atwatr System Et.
Please find attached a copy of the Partial Record Drawings and Partial East Tracy
Engineering Certification for the lellwater Bridge Phase 3 Permit No. (111
Please call me at 04® C --421 g if you have any otiestions.
Sincerely,
r f:
.t

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ003981 I
PROJECT: THE VILLAGE AT KELLSWATER BRIDGE - PHASE 3
ISSUE DATE: MARCH 13, 2018
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 Permittee to
appropriate enforcement actions. The Perniittee 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
I, the undersigned agent for the Permittee, hereby state that. this project has been constructed pursuant
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permitter is prepared to operate & maintain the.
wastewater collection system permitted herein or portions thereof
Printed Name, Ti
ENGINEER'S CERTIIICATION
Date
I, Patrick Murphy , as a duly registered Professional Eil:6,7ineer in the State of North Carolina,
having been authorized to observe (17 periodically, El weekly, full time) the construction of the
project name and location as referenced above for the above Pei -mince 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 1.2„ 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations, and
Force Mains adopted Tune 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
El Final LI Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
,,4,14!,e tID
A".•
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i,°110fitt`i°
NC DWR - Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Jan ary .2020
North Carolina C apartrn nt of Environmental Quality
Nilooresville Regional Office -'water Quality Section
610 East Center Avenue, Suite 30
Mooresville, forth Carolina 28115
The Village At Kellswater' ridge _ Phase 3 astewater Systern E t,
WQ0039811 Final Certification
City of Kannapolis Cabarrus County
my
Dear Sir or Madam:
Please fired attached a copy of the Final Renard Drawings and Final Fast Track'
Engineering Certification for the Kellswater Bridge Phase 3 Permit No, WQ0039811.
Please call me at 04-0-41 if you have any questions.