WQ0034348_Regional Office Historical File Pre 2018

NCDENR
Norti Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September29.2009
City of Kannapclis
Mr, Wilmer Melton, III Director of Public Works
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No, WQ0034348
Kellswater Commons
Wastewater Collection System
Cabarrus County, North Carolina.
elton,
In accordance with your application received on September 15, 2009, we are forwarding
herewith Permit No. WQ0034348 dated September 29, 2009, for the construction and operation 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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 Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T: 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. 6t shall be the
Permittee's responsibility 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
Mooresville Regional Office
Location. 610 East Center Ave., Suite 301 Mooresville, NC 231'15
Phone; [phone] 1 Fax: (704) 66g-6040 l Customer Service: 1-877-623-67'48
Internet: Hww.nc waterqualttoLg
NorthhCarolina •
Naturally

Wilmer Melton
Page 2
Septenter 29, 2009
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 Water and Sewer Authority of Cabarrus County (WSACC) for the construction and
operation of approximately 3,605 linear feet of 8-inch gravity sewer, and the discharge of 59,760
gallons per day of collected domestic wastewater into Rocky River Regional WWTP existing sewerage
system pursuant to the application received September 15, 2009, and in conformity with 15A NCAC 2T;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1 2000, as applicable, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit
The sewage and wastewater collected by this system shall be treated in the Rocky River
Regional Wastewater Treatment Facility WWTP (NPDES No.NC0036269) prior to being discharged
into the receiving stream,
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Water and Sewer Authority of Cabarrus County
(WSACC). The (WSACC) must utilize whatever tracking tools necessary for planning additions
of sewer flow in order to maintain compliance with the WWTP permitted limits and the
WQCS00009 permit requirements.
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 1508 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.
If you need additionalinformation concerning this matter, please contact Mr, Samar Bou-
Ghazale at (7'04) 663-1699.
Sincerely,
'e
Coleen H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1 This permit shall become voidable unless the wastewater ccilection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T: the Division of Water Quality's
(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 adcpted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
3 The wastewater collection facilities shall be properly maintained and operated at all times, The
PermVttee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a, The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 ,0200,
b, A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years
h. 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,

4, This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Perrnittee, 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.
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 cf wastewater
to the surface waters of the State
6 Per 15A NCAC 2T ,0116, 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*
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the hfe
of the wastewater collection facilities,
8. 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,
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,
10. 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H ,0500
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility*

Voice mail messages or faxed information is permissible, but 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
(91) 733-333 . Persons reporting any of the above occurrences shall file a spill report by
completing Part l of Form -C (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall ,outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CAS- (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Perm t issued this the 29li day of September 2009..
NORTH C :ROLINA ENVIRONMENTAL;MANAGEMENT O 1SSION
r Coleen N. Sullins, Direc
Division of Water Quality
By Authority of the Pnviron
t Nuraab NVQ0034348
anag ent Corn ission

Fast Track Engineering Certification
Permit No, WQ0034348
September 29, 2009
Kellswater, Commons
WASAC
P.O. Box 428
Concord, NC 28026
Brian Wilson,P_E
N.Focus Design, Inc_
P.C. Box 85
Kannapolis; NC 28082
Complete and submit this form to the permit issuing regional office with the foowing
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collectton
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability -option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form„ Permit
modifications are required for any changes resulting, in non-compliance with this permit„ regulations or
minimum design criteria
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division; Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically, weekly, full time) the construction of Kellswater Commons collection
Sewer System, a Cabarrus County project for the 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 2T; the Division of Water Quality's (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 Engineers
seal, signature, and date;
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received 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.

o
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.)
Wilmer Melton, III, Director of Public Works
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
Individual ❑ Federal 11 Municipality 0 Sta
1401 Bethpage Rd
Mailing Address
NC
County ❑ Private Partnership ❑ Corporation 0 Other
1 e. Kannapolis
State
1 h. 704-920-4200
Telephone Facsimile
2. Project (Facility) Information:
2a. Kellswater Commons
Brief Project Name (permit will refer to this na
Contact Person:
3a, Brian M, Wilson, PE (Design Engineer) N•Focus Design, Inc.
City
28081
Zip Code
wmelton§ci.kannapolis.nc.uc
E-mail
2b. Cabarrus
Name and Affiliation of Someone Who Can Answer Questions Abou
b. (704) 784 - 2022
Phone Number
Project is New ❑ Modification (of an existing permit)
pecify):
County Where Project is Located
his Application
3c. bwilson nfocus
E-mail
dification, Permit No.:
2. Owner is ® Public (skip to Item B( ))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc, - skip to item 8(3))
❑ Selling units (lots, townhomes, etc. - go to item 8(2b))
Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WWTF) Treating
4a, Rocky River Regional Wastewater Treatment Plant
Name of WWTF
5a. Kannapolis _ 5b, 15" Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
Residential Subdivision
ApartmentsiCondominiums
Mobile Home Park
School
Restaurant
Office
annin ,a
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
0 Homeowner Assoc./Developer (In
ater From This Project
4b NC00036269
WWTF Permit No.
Permi
Retail (Stores, shopping centers)
❑ Institution
Hospital
Church
0 Nursing Home
0 Other (specify):
_0033713
# of Downstream Sewer (Instruction Ej 1
uction D)
00 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
0 % Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 59,760 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
❑ Rehabilitatiion or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07 ver2

z
Provide the wastewater flow calculations used In determining the permitted flow in accordance with 15A NCAC 2T .0114 for;
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
360,000 sf commercial (60% w/o food ©100 gpd/1000sf, 40% w/ food @ 13ogpoll000 sf + 162 @ 120gpd/bedroom = 59,760
gpd
10. Summary of Sewer Lines to be Permitted (attach additiionai sheets if necessary)
Size (inches)
8 inches
Length (feet)
±3,605
New Gravity or Additional
Force Main
New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID _No pumps N/A (self chosen - as shown on plans/map for
Pu
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator WRITS
p Station Location ID (self chosen -
Design Flow
(MGD)
eratlonal Point Power Reliability Option
GPM @TDH1 - permanent generator w/ATS;
2 - portable generator w/MTS
hownonp
Force Main Size Force Main Len
Pump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM @TDH
(self chosen -
Power Reliability Option
- permanent generator wIATS;
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able
as shown on plans/map for reference)
Force Main Size Force Main Len
be directed to another treat rn ;nt facility?
0 Yes No If Yes, permit number of 24d treatment facility
(RO — if "yes' to B,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes © No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 1210'7 v :2

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No 4 N/A *
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? 0 Yes 0 No N/A
Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered highprioritv and must be checked once every six months
Check if Yes: 0 and provide details
1. Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
/, Wilmer Melton III, Director of Pubic Works attest that this application for Kellswater Commons has been reviewed by
me and is accurate and complete to the best of my knowledge. 1 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. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application 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.
la.
Signing 0 icial Signature
fia 6./e?
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMI
Cl) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Brian M. Wilson, PE, attest that this application for Kellswater Commons has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance, 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. Note: In accordance with NC
General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application 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.
2a, Brian M. Wilson, PE
Professional Engineer Name
2b, NI•Focus Design, Inc,
Engineering Firm
2c. P.O. Box 85
Mailing Address
2d. Kannapolis 2e. NC 2f. 28082
City State Zip
2i, bwilsonAnfocusplanning.org 1
2g, [phone] 2h, [phone]
Telephone Facsimile E-mail NC PE Seal, Signature & Date
* The project is planned to meet the conditions of the 401 WQC 3699 and is below the preconstruction
application threshold.
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I of ,V 2i 1 S. 2009 I I :24 AM

Central Files: AP S SWP
Permit Number INQ0034348
Permit Tracking Slip
09/29/09
Program Category Status Project Type
Non -discharge Active New Project
Permit Type t� f 1 rr��t Version Permit Classificatla n
Gravity Sewer Extension, Pump Stations. & Pressure Sewer 1 00 Individual
Extensions
Primary Reviewer
samarbou-ghazale
Coastal SW Rule
Permitted Flow
59760
Facifjty .
Facility Name
Kellswater Commons
Location Address
Owne
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
City of Kannapolis
Oates/Events
©rig Issue App Received Draft Initiated
09/29/09 09/15/09
Regulated Activities
Apartment complex
Church
Condominium
Office
Restaurant
Retail
Subdivision
Wastewater collection
Outfa!! NULL
Scheduled
issuance
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton III
DIR PUBLIC WORKS
PO Box 1199
Kannapolis NC 280811199
Public Notice Issue
Effective
09/29/09 09/29/09
Additional inform ation requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

wrfmuT ,a "). a
Kellswater Commons, LLC ._.
227 West Trade Street Suite 900
Charlotte, NC.28202
Four Hundred Eighty AND 001100 Dollars
Pay to the order of
NC DEPT. OF ENVIRONMENT &
NATURAL RESOURCES
4 MAIL SERVICE CENTER
E GH, NC 27699
:6 8
BB & T
Charlotte, NC
Date Check No.
4/20/2009 000169
Check Amount
66-'393
530
$48©.Q©
VOID IF NOT CASHED WITHIN 60 DAYS FROM DATE OF ISSUE
,efC:FAA Si?'�` w1F�r:.it d"451iT"i'AOi A ewh;6GuT & FNGE9P1
II'00016911 i'
.053 10 11 2 0:0005 2933 1 58011'
a ? 7 Il t O C aia kI :' i aJ',tit,=`hi ted7a, . W11 I_ ifIOAP IE''tF;. 1WIi W hd ll., *WurCi t ri rilieelm

(WSACC US
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE — I 0107)
4, ONLY) Kellswater Commons Sewer Extension Project
Section L Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Pennit No: NC0036269
1-1 Muddy Creek Wastewater Treatment Facility Permit No: NC0081621
WWTP facility's pennitted flow, Win 24.000
Estimated obligated flow not yet tributary to the WWT , MGD
2.847
WWTP facility's actual avg. daily flow, MUD 14. '596% of permif)
Tot aHl ow for thisspecific request., MGD 0.060
Total actual and obligatedflows to the facility, M 17„218
Percent of permitted flow used.
71.7%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station nanie„ .approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months') for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
RRRWWTP Main PS
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
55,440 11.230
Section 111. WSACC Certification Statement:
I, Thomas A. Bach_ , eertitY that, to the best of my knowledge, the addition of the
volume of wastewater to he perninted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment .facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or .overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed 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 for which, to the best of my knowledge, will.
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
waswat1water flOW,
Signature
Revisi .11 Daic: 02:03'04

WATER & SEWFR 1\ UTI-K)RrlY
01 CARARK1 CQUNTy
September 10, 2009
Mr, Michael 1„..cgg
City Manager
City of Kannapolis
PiO, Box 1 99
Kannapohs. NC: ?8087- 1 199
Subject: Flow Acceptance Request
Kellswater Commons Sewer Extension
D,r,,ickk..r1 Hwy.
COICTA. NC 280.27
b.:LAVE kok 42R
7,,t4 7P6.1783
ray 70.4,795..15(0
Der
This is in response to the City's request for now acceptance received August 27. 2009 The.
Water and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to
make available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate
sewer interceptors to transport and treat the wastewater from the Kellswatcr Cornmons Sewer
Extension project located along both Rogers Lake Road and Dogwood Boulevard just cast of the
intersection with Kannapolis Parkway in Kannapolis. The wastewater generated by this project will
he conveyed through the City of Kannapolisproposed and existing gravity system, and then enter
WS,ACC's system at the existing 42-inch Irish Bur falo Creek Interceptor south of Rogers I„,ake
Road.
WSACC agrees to accept wastewater from the proposed development, which will include
approximately 54 single family residential lots and approximately 360.000 square feet of
commercial space. This is based on the information provided by N-Focus Design, Inc. (Engineer for
the Project) using North Carolina Department or Environment and Natural Resources NCDLE:N
WaStewater flow guidelines, The projected flow is 59.760 gpd ; however WSACC expects thc actual
wastewater flows to more closely approximate 47.810 ttpd based upon Master Plan engineering
datai
By requesting, flow acceptance. the City of Kannapolis acknowledges that WSACC may
need to upgrade, CN rand. or construct new facilities to accommodate the increased now volume
granted hy this and previous flow acceptance. Appropriate design and construction will he initiated
When actual flows dictate hut may he subject to situations that WSACC does not expect or control.
Based upon now of 59,760 gpd and cost of $8,126/gpd to provide treatment and transportation
capacity, this Pow acceptance represents an estimated capital expenditure in excess 0f485.610,
For your information and based upon NCDENR wastewater llow guidelines, WSACC has
approved 4.061,272 gallons of flow acceptance liar the City of Katinapolis from 1992 to present and
282.974 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances. WSACC has committed capacity valued in excess of $33.001,896 for the City of
Kannapolis since 1992 including S2.299,447 for this calendar veal'.

City of Kannapolis
Kellswater Commons Sewer Ext.
September I Q, 2009
Page2of2
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from
local governing bodies, regulatory approval, and funding availability. At this time there are no
scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program (CIP)
that are located downstream of this proposed project. It should be noted that the list and schedule of
CIP projects are tentative and are revised periodically to reflect changing conditions and needs.
Please note that 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 andapproval will be required.
Please notify WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 704-786-1783,
G
"Thomas A. Bach, P.E.
Utility Systems Engineer
WSACC Engineering Staff
Steve Bissinger, P.E./Kannapolis Assistant. City Engineer
Wilmer Melton/Kannapolis
Adam Nowocin, P.E.fN-focus Design, Inc.

(JURISDICTIONN
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07')
I
Jurisdiction Requesting Flow Acceptance for Collection System:
LiCity of Concord
City of Kannapolis
clown of Harrisburg
OTown of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: Kellswater Commons
Description: Approximately 3 6©© feet of 8-inch gravity sewer to serve the®propo ed Kellswater Commons
development along the mKannapolis Parkway.
What is the quantity of flow that will be discharged? 59,760 GPD
Flow type:
Domestic 33 % © Commercial 67 % EJ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
N/A
Approx. Capacity,
MGD
Firan/Design)
Approx. Current Avg.
Daily Flow, MG[)
Section II. Jurisdiction's Certification Statement:
1, __Wilmer Melton, III , 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 that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving WSACC
interceptor. This analysis has been preformed in accordance with local. established policies and
procedures using the best available data. This certification applies to those items listed above in Section I
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity,
Signature oaf this -form kid'+as cptance of this wastewater flow.
sclicticaa°r's° Signing/fl ial ignature
Revision Dale. 02/03/04
ad/oF
Date-

KANNAPOLIS
September 14, 2009
NC Div of Environmental t° anagel ettt
Department of Environment and Natural Resources — Divisi
610 East Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: Kellswater Commons
Sewer Extension
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
of Water Quality
08501-1.5
Please find attached for your reviews artd approval the original and one copy of the l e it
application and a check for S480.00 for the processing fee for the above reverence project. Also
enclosed is the flow acceptance letter from the Water & Sewer Authority of Cabarrus Uounty
stating they will accept and treat the additional wastewater at the Rocky River Regional
Wastewater Treatment Plant,
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewatct
Collections Systems were approved by your office and are being maintained by the Division o
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
7041-938-151 c9 if y'ot have any questions.
Sincerely
Stephen .l. Bissinger, PE
Assistant City I:yn+ inecr
08501-15 Kellswater Commons sewer permit letter.doc
F K A
I` 704.938.1319 F 7 ..93
120 S, Main St, Kanniapolis, ' C 280kl l'

Fast Track Erogi
Permit No. W00034348
September 29, 2009
Keitswater, Commons
WASAC
P.O. Box 428
Concord, NC 28026
n Cs r loud' + rt
Brian Wilson,P.E.
N.Focus Design, ,,
P.©, Box 85
Kan'napolis, NC 28082
Complete and submit the form to the permit Issuing regxanal office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the
system extension
Supporting design calculations (selected pumps, system cu
generator(s) or storage greater than longest past three year
stations permitted as part of this project
• Changes to the project should be dearly identified on the
modifications are re any than
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engil
required supporting documentation have been received by the Division. Therefore,
that this certification be sent in a manner that provides proof of receipt by the
materials_
gNGENEER`S CERTIFICATION
Partial
, as a duly registered Pro
I l ft c` f v r"e % i e
North Carolina Professional
seal, signature, and date:
Engineer's 1
/ Aa f 4.e / (( .)-. 1r�:b„E // // p
citvii` ic'c•1' ca-7y� r ✓` .-T",t�.F� p %Ga'i �"'f6411e-47e
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
j Final
istewater tlectn
oper ting point, available storage if portable
e reliability option selected) for any pump
drawings or in written summary form. per►r tip
with th` ila I s or
(vision.
Engineer in the State of North Carolina, having been
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking ail partial certifications up until a final certify on is received. 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.

OK
Alley, Williams, Carmen & King, Inc.
Post Office Box 1248
120 South Main Street
Kannapolis, North Carolina 28082-1248
Phone [phone] Fax [phone]
To: NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Letter ©f Transmittal
❑LISPS UPS ❑FED -EX
©OVERNIGHT ❑HAND DELIVER
Date: May 19, 2011 Job No, 08501-15
Attn: Dee Browder
WE ARE SENDING YOU THE FOLLOWING:
COPIES
DATE
NO.
Re: Keliswater Commons
DESCRIPTION
T Y
Construction Record Drawings
Engineer's Certification
THESE ARE TRANSMI I I ED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For signature
® For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ See Remarks
REMARKS
ndy Patterson — Public Works
G:IwordltrsW8fi01 Genera/108501-15 Keliswater Commons -furlong sewer as built trans. doc