WQ0039440_Regional Office Historical File Pre 2018

Warer Resources
EOMTAL COU AL Fr
August 22, 2017
Mr. Wilmer Melton, Director of Public Work
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Dear Mr. Melton:
ROY COOPER
Governor
MICHAEL S. REGAN
secrewyy
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039440
City of Kannapolis
The Village at Kellswater Bridge - Phase 5
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received August 21, 2017, we are forwarding herewith Permit No.
WQ0039440 dated August 22, 2017 to the City of Kannapolis (Permiuee) 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 11,4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215,6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina 1 Environmental Quality Wate Resources 1 Water Quality Regional Operations
Mooresville Regional Office 610 East Center Avenue,, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori Tuvia at (704) 235-.2190 or
via e-mail at pri,[e-mail]9.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of ater Resources, NCDEQ
cc: Patrick Murphy (P.E) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 1,647 linear feet of 8-inch gravity sewer to serve
53 single family homes as part of The Village at Kellswater Bridge - Phase 5 development, and
the discharge of 1.0,440 gallons per day of collected wastewater into the Water and Sewer Authority
of Cabarrus County's existing sewerage system, pursuant to the application received August 21, 2017,
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 Perrnitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and. Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of is�
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
u
-escinded and shall lie subject to the spec".
By authority of the Environmental Management Commission
t Number: WQ0039440
t Issued: August 22, 2017
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Kannapolis is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system 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
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996., as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless 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 contiugent 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, 10,440 GPD, shall he 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)]
II. STANDARD CONDITIONS
This permit is not transferable. in the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved., and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-21.5.1.03A
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this pemiit; I 5A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted Februay 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically .mentioned herein. [15A. NCAC
02T.01101
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 .011.0]
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 I 5A NCAC 2T .0403. If an individuat.
permit i.s not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week,
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented,
g•
A general observation of the entire sewer system shall be conducted at least once per year,
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215,1C.
h. A Grease Control Program is in place as follows:
1 For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3 Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
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 mail messages or faxed information is perrnissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved foil can also be completed to show that the SSO was beyond control. [G.S. 143-
215,1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this 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 copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump 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
number/ty-pe of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated.
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Pe for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through § 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 02T .0104; 15A NCAC 02T .0108(b-c)]
Iaa 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 Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ0039440
PROJECT: THE VILLAGE AT KELLS ATER BRIDGE - PHASE 5
ISSUE DATE: AUGUST 22, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the 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'S CERTIFICATION
, as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe (LI periodically, D weekly, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wisignature & date:
Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

R
Division of'4tier Resources
State of North Carolina
Department of En%ironnental Quality
Division of Water Resources
15A 1t :t.0 02T .0300 — FAST TRACK SEWER SYSTEM .EXTENSION APPLICATION
ETA 0.3-16 & SUPPORTING DOCUMENTATION
:APPLICANT INFOR►I..TIOX:
I. Applicant's name: City of K.annapolis (;caanxpany, rx�un
Applicant type:
Signature author
Title: I !recto of Public Works
Applicant's mailin address: 40I Laureate Way
City: Katxntpohs State: NC Zip:2808l-0005
5. Applicant's contact information.
Phone nunxber. [phone] Email !Address: \'✓rneltt txfri k nna.poli nc. o�
PROJECT INFORMATION:
do
P
40... (to he
io
eneral Partners!)
dual ©Corpii
Ej State:County y4tmical,al
I,II per I5A NC.
I. Project name- The Village at Kellstitiater
ti. Application; Pti.a)ec.t stitus:
Fla modification, provide tI
It' new construction
3. County where proie
but part
f a master
'hale 5
0 Proposed (New Permit) 1'.istir
number: WQOI:) and issued da
provide the e.xi 1irtg permit nurxx)aer:
ed: Ca.harntti
Approximate Coordinates (Decor
Parcel ID Of applicable): 04-051
(or Parcel ID to closest downstream sewer)
Degrees): Eat
de: 3546562.
III. CONSULTANT INFORMATION:
I. Professional Engineer Patrick Murphy 1 icen e Number: 03r1836
Firm R.. inc Harris.. & a ssociates. Inc.
Mailing address: 127 Ben Casey Drive. Ste.. 101
City: Fort Mill State.' SC Zip: 297 S-
Phone number: (03) 802- 1799 Email :Address: pniurphY@
urned
Pennit. Project
'Q00
oneeitude:-80,66446"
1' . WASTEWATER TREATMENT FACILITY (WW F) INFORMATION:
I . Facility Name Rocky
Owner Name: Water & Sewer At
nal V a oev atet 1tea
tlxority of('abariu' Cot
tt P ant Permit \utaaber: N(2003626 )
RECEIi ING DOWNSTREAM SEWER INFORMATION (if dit
1 Permit utxib r{s). WQ 1)029409
System \Vide .System Permit Number(s) (if applic{Z¢xle
Owner Name(s): City nl KJnnup 1is
'TF):
FORM: FT.,A 04
Page I of 5

111,11111"1"—J GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Pi.
has a Certificate of Public Convenience and Necessity been attached
0 Yes 0No
2, it the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement . \1: attached?
0 YesLINo N/A
3, lithe Applicant i.s a 1 Nue/Property OwnersAssociation. has an (...herational Agreement (FORM: HOA) been attached?
0 Yes LINO
4, Origin of wastewater: (check all that apply):
Ej Residential Owned
10 Residential Leased
0 School preschool day care
0 Food and drink facilities
O Businesses offices factories
El Retail (stores, centers, malls)
D Retail with food preparation/service
O Medical / dental " veterinary facilities
0 Church
O Nursing Home
Nature of wastewater : 0., Domestic/Commercial
LI Car Wash
Hotel and/or Motels
0 Swimming Pool ,-Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
11,/i-i Commercial
'fly Industrial (See I 5A NCAC 02T J.) I 03(209
(A is there a Pretreatment Program in effect?
6, Has a flow reduction been approved under jSA NCAC 02T .011.4(fr El Yes No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated. by project:
Establishment Type (see 02T.0114(ft)
Daily Design Flow
No. of Units Flow
Residential
21(1 + 20 360 gall Day
20
10,440 GPD
gait
GPD
galgui
GP.D
GPD
al GPD
gall
GPD
Total i 0,440 GPD
a See I5A NCAC 02T ,0114(b)J d (eki) and 1ert2) for caveats to wastewater design flow rates tre,, 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 he used as vacation rentals
as defined in G.S. 42A.-4),
b Per 15A NCAC 02T .0114(c), design .flow rates for establishments not identified [in table I 5A 'NCAC 021"f(1 14] shall
he determined 'using available flow data, water using 'fixtures, occupancy or operation patterns, and other measured data,
8, Wastewater generated by project. .10,440 GPI) (per 15A. NCAC ((2T ,0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
O Pump Station or Gravity Sewer where flow will be permitted in subsequent pennits
O Flow has already been allocated in Permit Number:
111 Rehabilitation or replacement of existing sewer with no new flow expected
LI Other (Explain):
FORM: FTA 04-16 Page 2 of 5

. GRAVITY SEWER DESIGN CRITERIA. (If Applicable) - 0271.0305 & MDC 0-1;ra Sewers):
I. Summarize gravity sewer to be permitted:
Size
Length (feet)
1,376
:271
\Iat
PVC (SDR35)
DtP
Section II & 111 of the MDC for Permitting of Gravity Sewers contains into ao11 relaied to design criteria.
• Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN nark:MA (If Applicable) — 021 .0305 & MDC (Pump Stations/Force .Nlai
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1 Pump station number or name:
7. Approximate Coordinates (Decimal Degrees): Latitude, Longitude: -
I Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational pointts) of the pumptsh gallons per minute at feet total dynamic head (TDI-1)
5, Summarize the force, main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6, .Power reliability in accordance v. tthNCAC 02T .,0305(h)(11:
El Standby power source or pump with automatic activation and .telemetry 15A NCAC 02T .0305(11)(1 )(B)1
• Required for all pump stations with an average daily flow greater than or equal to 1.5,000 gallons per day
Must be perman.ent to 'facility
Or tithe pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
,0305( hl( 1)(C)
or
LJ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .o31)50-0( 1 K.):
It shall he 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 purrip 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,
FTA 04-1.6 Page 3 of 5

SETBACKS & SETA PLATIONS — (028 .0200 & I5 NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02.T ,005(11&
ISA NCAC 02T,(305(1) contains minimum sepi.mitions that shall be provided for sewer systems:
Se!back Para
St • i to sewers and her 'lilies no
,
yer
0 Yes Ej No
Separation ReqLUrCL
24 inches
\Vater mains e -ical-water over SC\\ r ndudinr in beriched
t inche,-
Water mains (horizontal'
0 feet
Reelairned wayr hnes v-rtical reelalrncd o er sewe
S inhes
Reclaimed wat-
tal -
'claimed over sewer
2 fee
**Any private or public Water supply source, including any wells, WS-1 waters of Class tor
_
: ass11 rnpuunded reservoirs used as Jkini,„i water
**Waters classified WS (except V ,-1 iu WS-V), B, SA, OM HQW, or SB trom normal
high Water (or tide elevation) and wetlands (see item IX.2)
"Any other stream, lake, impoundment, or ground Water 1u er ng and surface drainage.
itches
00 1ee1
SO feet.
fee
Ans buildine foundation
Anv base" -
fee
Top slope of embankment or cuts of 2 feetfet or more eltiLal height vertical10 feet
Drainage systems and intercepr drans
An. g pools
.5 'feet
feet
Final earth grade (vertical) 36 inches
I 5,A NC,AC 021"030,5fit) contains alternatives where separations in 02T,0305t cannot he achieved.
• "Stream classifications can he identified using the Division's NC S 'ace Water Classifications wel»aiie
• If noncompliance with 02T„03((05(C) or g), see Section X of this application
2.. Does: the project comply with separation requirements for ‘vetiands? (50 feet of separation)
• See the Division's draft separation requirements for situations where separation cannot he meet
variance is required if the alternative design criteria specified is utilized in design and eonstmetion
• 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 I 5A NCAC 02B 02(11
r This would include Trout Buffered Streams per I5A NC'A ' 213 0202
El YesElo
Yes
4„ Does the project eomply with an individual 404 Permit or any 401 Certifications? Yes 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 Feminine Branch.
5, Does project comply with I 5A. NCAC 02"f .0 I 05(c )112) (additional permits/certifications)? El Yes 0 No
Per 1,5A NC,„AC' 02,1,01,05 ei: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, storms ater 'management plans, etc,)„
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15,A NCAC, 021,0402,. "high -priority sewer" means "an v aerial sewer, sewer contacting surface \ voters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
0 Yes No
.11 yes, include an attachment with details for each Inc. including type (a.enalline. 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 l5A .NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM,: ETA 04- In .Page 4 of 5

CERTIFICATIONS:
Does the submitted systemcomply with 15A NCAC tr2T. the Minimum Destgn Criteria fUr tiw Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer .Miiiimurn Design Criteria (latest version) as applicable?
Yes El No
If No, complete and submit the Variance,'Alternative Design Request application (VADC 0-14) 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 Certifi.catic.m,
(Professidial Engineer's name from „ltpplication Item
attest
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specification.s,
engineering calculations, and all other supporting documentation to the best of my knowledge„ 1 further attest that to the 'best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fit -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 m.aterials under my signature and seal signifies that 1 have reviewed this
material and have judged it to he consistent with the proposed design.
NOTE — In accordance with General Statutes 143-21.5,6A and 1.43-215,6B, 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 S10,000, as well as civil penalties up to S25,000 per violation.
North. Carolina Professional Engineer's seal, signature, and date: OS%
CAR
3.. Applicant's Certification per 1.5A NCAC 021 ,01.06(b):
Wilmer Melton, Ill, Director of Pub. Yorks
(Signature Authority's name & titic frm Appticat
• ()FESS/0
SEAL
C-4168
thatattest is application for
has been reviewed by Me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting docu.mcntation and attachments are not included, this
application package is subject to being returned as incomplete, I understand that any. dischargeof wastewater from this non -
discharge system to surface Nvaters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources :should a
condition of this permit he violated, I also understand that if all required parts of this application package are not completed
rind 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 .1.437215,6B., 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 SI 0,000 as well as civil penalties up to $25,000 per violation,
Signature:
Date:
FORM: ETA 04-1.6 Page 5 of 5

zee
ROGERS
LAKE ROAD
VICINITY IT MAP
NOT TO SCALE

Kann
Cabarrus COUNTY, NC
5 - M? NU
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NC
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L. S. IIPOLOSK"At SURVEY
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APP

SACC
150l4i1:2)04. kr.5131 P:ik Ka' ,
Mr, Michael Legg
City Manager
City of Kannapolis
P.O. BON 1199
Kannapolis. NC 28082-1199
August 10. 2017
Subject: Flow Acceptance Request — City of Kannapolis
Kellswater Phase 5
Dear Mr Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 2 27
704,786,1783 • 704J95.1564 Fax
vvww.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 August 10, 201.7, WSACC has or will have capacity at the
Rocky River Regional Wa.stewater 'Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed project entitled Kellswater Phase 5, located off Kannapolis Parkway,
The referenced project will serve 29 single-fa.mily homes. with a projected wastewater flow of 10,040 gallons per
day tgpd). 'The wastewater generated by this project will be conveyed through the proposed 8-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 i,vastewater from the proposed development based on information provided
by R. Joe Harris & ,Associates, Inc, (Civil Engineer for the project) u.sing 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 WSA.CC expects to continue this policy into the
uture. Projects on the CIP are subject to approval. by WSA(C's Board of Directors, support fi'01111 local
governing bodies, regulatory approval, and funding availability. It should be noted that the listand schedule of
CIP projects are tentative and are revised periodically to reflect changing conditions and needs.
If consthiction 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:
Ilyou have any questions, please call ole at [phone], extension 274.
Sincerel.
j: Thomas Hahn, PE
Systems Engineer
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kanna.polis
Patrick 1 Murphy,: PEIR. Inc litarris & Associates,Inc.
Michael Wilson/WSACC
Tim Kiser, PEIWS.ACC
Chad VonCannon, PE1WSACC
Mark 1oma x/WI'S ACC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
Division of Water Resourtes (FTSE-01/14)
(WSACC USE ONLY) Kellswater Phase 5
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit -#NC0036269
Muddy Creek Wastewater Treatment Facility — Permit 4NC0081.621.
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary- to the WWTP, MGD 2 222
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
'Total actual and obligated -flows to the facility, MG[)
Percent of permitted flow used
16.20,5
0.010
18.437
69.579/6
Section Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or 'Number)
RRRWWTP MPS
Firm Capacity
NIGO
55.440
(A) (ft) (Cr
Design Average Daily Flow ** Approx.. Current Obligated, Noi Yet
(Firra/pr) .Arne Daily How Tribuntry Daily How
MGD MGD MGD
(D) (B-C)
Total Current Flow
Plus Obligated How
MCD
22.176 9.640 0.365 10.005
Available
Capacity*,.
MCI)
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 limn capacity of the pump station divided by a peaking factor not less than 2.5.
Planning Assessment addendum shall be attached for each pump station located between the project connection point and the WWFP where Available Capacity a< 0,
Section III. 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 n.ormal circumstances,
given the implementation of the planned improvements identified in the planning assessment where applicable This
analysis has been performed in accordance with local established policies and procedures using the best available data.
This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning assessment
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature
of this form indicates acceptance of this wastewater flow.
t
ACC 's Signing Official Signature #ate
Revision, Date: 08/09/13

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUN
Jurisdiction Requesting Flow Acceptance:
L1City° of Concord jtitT of ICannapolis
Lj Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: KW-5--Project #2355
Description: 1 he engineering plans and. slns.c.ification_s, .s
� lrnrrrs, for tlrrr w a.stewatetucollectiorn system cxtctp,
<rnholes and other appurtenances to sere 29
GPD,
*Number of Lots:
OR *Jsvrttaaher of Units.
Where will the new line be connected:
Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie-in li
Will tie runt a an<ntn e l-l0 from the e
system wil
Creek Interceptor
Which WSACC: Interceptor will the flow ultimately he dis
Interceptor
Ton of HaJTishuro
0313012017
of Mt. Pleasant
tired and sealed by Patrick IvIu.rphy°, NCPL. with R-Joe
proximately 1,647 linear feet of 8-inch sanitary
d on site, with a wastewater discharge of 10,440
*iVlrt be included in request.
ich the new sewer line wwill connect
-inch sai°titar sews er sys
se r° s stem w'hicln extends to t
inch sanitary sewer
Phase 4. Phase 4
ISACC Irish Buffalo
frarged into `-inch RCP WSACC Irish. 13uffalo Cto C
What is the WSACC manhole number that the flow %%ill he discharged into? _ Node 01.1254
\'hat is the quantity of flow that will be discharged? 10,440 C.PD
Flow type:
E Domestic 100
C'omrnercia
facility ( %
rcky Riser Wastewater Treatment Facili
Muddy Creek Wastewater Treatment Facili
Design draw in s of new 1
as a digital tile. (DWG) or
If the rrew line is trr court
be required before, (low acceptance sw i
Mark 1„onnax at 704-7S6-1.783, ext. 231, r►r
WSACC will inspect connection before, du
if construction is not started within two (2, yearfrcaru
approval is- rescinded and a second request and approau
s will be submitted tt
Lance and bearing, sta
a WSACC" i
be provided.
'g ►vasteswater:
t #NC0036269
- Permit #NC0081621
SACC with the requ.es't
svial the tap on exist'
eptance,
structure.
be subnr
detailed drawings it°rcluding specification of the tap, ss-rl1
notified -lfi hours in
utrnrp letion.
e date of approval of the flow accFeptanc
rein he required for the project.
dance of
n
n into a WSACC interceptor.
is project, the
SACC USE ONLY:
Current ses er model sho an 1tit
Approved
Current Se.w=cr Model shows w._.
s being surcha
DATE:
south of the unanhc�le in q
Not Approved

Division of Water R
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acccptancc for Sewer Extension Permit Applications
(FTSE---01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
OCity of Concord tCitv of Kannapolis E1Towi of 'Harrisburg EjTowri of Mt. Pleasant
Charlotte Mecklenburg Utilities.
Project Title, Description, and Number of LotsltJnit:
Project Title: KW-5—Project #2355
Description: l'he engineering plans and specifications_as prepttred and sealed by Pat -rick .Murphy, NOT, With R-Joe plarris,
for the wastewater collection siystern extension consistim, of approximately 1,647 linear feet of 8-inch sanitary sewer with 8
manholes and other appurtenances to serve 29 lots located on site, with a wastewater discharge of 10,440 GPD.
What is the quantity of flow that Will be discharged? 10,440 CPD
Floss type:
Domestic 100 % LI Commercial
Industrial
"70
Section I - List the jurisdiction's pump stations located between the project connection point and the WSACC
interceptor connection
Pump Station
(Nam c or Numhcr)
r ;vac ly
N1(;11)
(A).
Diu Avefap: Daily now "
(IF irm;p11
71.KM
(B)
Approx. Current
Awage.f..)mly Flow
MCI)
(Cl
Obl(roted., No Yet
Tribumpv Daily now
MCI)
(1)) (11+0
Total (Mrrem Fkm,
Plus (Jbligmed How
Avsilahis
Capauuy"*
7.%14:;1)
The Firm Capacit±i of any pump station is defined as the maximum pumped flow that can he 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 5.
***A Nanning Assessment Addendum shalt he attached or each pump station located between the project connection point and the WVIP weie Available Capacity is <0.
Section It. jurisdiction's Certification Statement:
Wilmer Melton, Ill. Director of Public Works, certify that, to the best of my knowledge, the addition of the volume
of wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the
flow from this project is not anticipated to cause any capacity' related sanitary sewer overflows or overburden on any
downstream pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the
planned improvements identified in the planning assessment vhere applicable. This analysis has been perforated in accordance
with local established policies and procedures using the best available data. 'Phis certification applies to those items listed above
in Section 11 plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect
the downstreiinTse‘T capacity. Signature of this -form indicates acceptance °finis wastewater .flow.
Signing Off,cuil Signature .Date
Revi:Si011 Dare: itttit9:13

KANN/
Public \,Xrb)
August 18. 2017
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 5
Sewer Extension
City of Kannapolis -- Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit.
application along with the $480 processing fee for the above referenced project. Also enclosed
is the flow acceptance letter from the Water & Sewer Authority of Cabarrus County stating they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment. Plant.
The proposed extension will connect 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 5 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.
PU1m C
NNAo'OI SN ;.c.rt;)�`

Permit Nu
1
Central Files: APS * SWP
8F22/2017
Permit Tracking Shp
Program Cat.±ory
Non -discharge
Permit Type
Gravity Sewer Extension, Pump
Primary nevi er
barry.love
Coastal SWRule
Permitted Row
10,440
Facility
Pressure r Extensions
Status Project Type
Agave New Project
Version'
1.00
Permit lassif
lndivldual
Permit Contact Affiliation
akiol
Facility dame
The village at Kellswater Br
Location Address
401 Laureate Way
Kannapolis
Phase 5
NC 28f181
ajcrd
Mayor
Region
Mooresvi
County
Cabadus
tsnta t 4ffiikiari
brae
Kannapolis
Owner Type
Government - t pal
Owner Affiliation
Wilmer Melton fll
DIR PUBLIC RKS
PO Box 1199
Kannapolis NC 2s08119
Ong 6'asue ' App Received Draft In
8122,2017 8/2112017
Regulated Activities
Subdivision
Wastewater ceilecion
Outalll
Scheduled
Issuance Public Notice Issue
8/22/2017
Requested /Received, Events
Additional information requested
Additional information received
lve
812212017
Fxpirafiio
erbody lame
StreamIndex Number current Class Subbasin

R JOE HARRIS & ASSOCIATES INC
PH, [phone]
127 BEN CASEY DR STE 101
FORT MILL, SC 29708
PAY TO THE NCOEQ
ORDER OF
Four Hundred Eighty and 00/100*
MEMO
NCDEQ
Keffswater 5
art 5K Alf
5/24/2017
480.00
10004 2 J 5 1:0.5 3 2009B 30: 8 7 000000 26 26H

RECEIVREIERODRNRIDWR
PERMITTEE: F)ASTTR,ANCAKI:EsELWER pl NEE N CE I IWIQN
CITY (yKAN
PERMIT #: WQ0039440
PROJECT: THE VILLAGE A.I. KELLSWATER BRtIXW-
ISSUE DATE: AUGUST 22„ 2017
This project shall not be considered complete nor all. ri operate in accordance with standard.
Condition 7 of this permit until the Division has received this edification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page looter,
Any wastewater flow made tributary to the wa.stewater collection system extension prior to completion
of this. Certification shall be considered a violation of the perrnit and shall subject the Permittee to
appropriate .enforeement 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 calculationsregardless of whether partials have been submitted.
YERMITTEWS CERTtHC4tfION
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
Nvastewater collection system permitted herein or portions thereof.
qtli.,:w„,Ake.
Printed Name, I'ftle
ENGINEER'S CERTIFICATION
Date
Patrick MurphyPE as a duly registered Professional 1neer tn thc State of North Carolina,
having been authorized to observe (p_i periodically, El 'weekly, the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of wy
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to he built within substantial compliance of this permit; 1.5A NCAe 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 Fase:frack, 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:
j Final
Partial (include description)
Certification Comments/Qualifiers (attach if necessary
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]