WQ0034209_Regional Office Historical File Pre 2018

NCrt
Beverly .a1
Governor
Carolina Depart
City of Kannapolis
Mr, Wilmer Melton, Ill Dire
1401 Bethpage Road
Kannapolis, NC .26081
Dear Mr. Melton,
Perdue
NCDENR
.nt of Environment and Natur
isic n of Water Quality
Coieen H. Sullins
Director
tor of Public Works
2( t9
Resources
Dee Freeman
Secretary
Subject: Permit No, WQ6634209
Integra Springs at Kellswater
Wastewater Collection System
Cabarrus County, North Carolina
In accordance with your application received an July 13, 2009, we are forwarding herewith
Permit No. WQ0034299 dated July 17, 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 Fetter
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. It 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: 616 East Center Ave., Suite 301. Mooresville, NC 28115
Phone: [phone]IE699.. 1 Fax: [phone] Customer service, 1-577 623 6745
Internet: wwvw.ncwaterquality orq

Wilmer Melton
Page 2
july 17, 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 Authorityof Cabarrus County (WSACC) for the construction and
operation of approximately 2,759 linear feet of 8-inch gravity sewer, and the discharge of 73,050
gallons per day of collected domestic wastewater into Rocky River Regional WWTP existing sewerage
system pursuant to the application received July 13, 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 Mans
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 d scharged
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 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.
If you need additionanformatinformation concerning this matter, please contact Mr. Samar Bou-
Ghazale at [phone].
Sincerely,
,for Coleen 11 Sullins, Director
cc' Mooresville Regional Office, Collection System Permit Pies
Brian Wilson, N.Focus Design, Inc.,
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 unt rescinded and shall be subject to the
following specified conditions and limitations;
1. This permit shall become voidable unless the wastewater collection 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 Purnp Stations and Force
Mains adopted 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
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to and or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .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 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.
5 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as net to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
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
of the wastewater collection facilities
ined on file by the Permittee for the life
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.
9. 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 NCGQ10000, 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,
2

Voice marl messages ges or faxed Information is permissible but shall not be considered as the
rnitrl verbal report, Overflows and spills occurringoutside normal business hours may also be
reported to the Division of Emergency Management t telephone number (& O 858-0368 of
(1 7 _ g Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Fora S6SS (or the most current Division approved form), wrthln five days
following first knowledge of the occurrence Tr s report shall outline the a tlor.s token rr
proposed to ensure that the problem dyes not recur. Part !I of Form S-SSO (or the most
current Division approved form) can also be, completed to show that the SSO was beyond
controf
Peissued this the 17" day of July 200a
NORTH CAROLINA NV R N ENTA MANAGE ENT CO SS1ON
c r oleen H. Sullins, Director
Division of VVater Quality
By Authority of the Enyironmenta#' Mar'Coo rrraission
Perutnber NAB"Q0034209

Fast Track Engineering Certification
Permit No, VVQ0034209
July 17, 2009
Integra Springs at Kellswater
WASAC
P.Q. Box 428
Concord, NC 28026
Brian \Allison; PE,
N Focus Design, Inc.
P.C. Box 85
Kannapcilis, NC 28082
Complete and submit this form to the permt ssung regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
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 withthis_permitjjatiosor
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
0 Partial E Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, 0 'weekly, full time) the construction of Integra Springs at Keilswater
Sewer Extension 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. cf 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 Engineer's
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

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ
1. QwnerfPerrnittee:
1 a. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Wilmer Melton, III, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized igning officials!)
lc. The legal entity who will own this system is:
0 Individual El Federal P14 Municipality El State/County 0 Private Partnership 0 Corporation 0 Other (specify):
1 d. 1401 Bethpage Road le. Kannapolis
Mailing Address City
lf. NC lg. 28081
State
lh. 704-920-4200
Zip Code
1j. [e-mail]
Telephone Facsimile
2. Proiect (Facility) Information:
E-mail
2a, Integra Springs at Kellswater 2b. Cabarrus
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Adam M. Nowocin, P.E. (Design Engineer) N-Focus Design, Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
Phone Number E-mail
1. Project is 14 New E] Modification (of an existing permit) If Modification, Permit No.:
2. Owner is P14 Public (skip to Item 6(3))
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Water & Sewer Authority of Cabarrus County
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
14 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b. NC00036269
Name of WWTF WWTF Permit No.
k T ,
'5a. City of Kannapolis 15b. 15" P14 Gravity i5o, WQ 00S-51 i 3
Owner of Downstream Sewer IReceiving Sewer Size 0 Force Main
0
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
El School
Restaurant
Office
7.
8-
Permit # of Downstream Sewer (Instruction E)
O Retail (Stores, shopping centers)
O Institution
O Hospital
Church
0 Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project:
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100 % Domestic/Commercial
0 % Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
0 % Other (specify):
73,050 gallons per day
0 Pump Station, Ouffall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
CI Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if
permit is required)
FTA12/07_ver2

9. Provide the wastewater flow calculations used in determining the perrnitted 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).
(540 bedrooms)x(120 gpd / bedroom) = 64,800 gpd
10 employees x 25 gpd / employee = 250 gpd
16,000 SF x 50 gpd / 100 sf = 8,000 gpd
Total 73,050 gpd
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
±2,759 Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID 'yip 5 (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) permanent generator vidATS; Force Main Size
GPM @TDH
2 - portable generator wfMTS
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
re Pump Station Location ID
Design Flow Power Reliability Option
Operational Point
(MGD) .1
GPM @TDH - permanent generator wfATS; Force Main Size Force Main Length
2 - portable generator WRITS
(self chosen - as shown on plans/map for reference)
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
fl Yes No If Yes, permit number of Zd treatment facility
!(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 D 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 W1TH YOUR APPLICATION
FTA12/07_ver2

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? Yes No El] N/A
Sedimentation and Erosion Control Plan? Yes Ei No El N/A
Stormwater? ii Yes El No N/A
15. 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 high priority arid must be checked once every six months
Check if Yes: ID and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Wilmer Melton III, Director of Public Works, attest that this application for Integra Springs at Kellswater has been
reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215,68, 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,. /11,e/1
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROX M
co TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC REFER TO 15A NCAC 02T .0305
Date
z
.2. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Brian M. Wilson, PE, attest that this application for the Integra Springs at Kellswater 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 1 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 143-215.68, 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, P,E.
Professional Engineer Name
2b. N•Focus Design, Inc.
Engineering Firm
2c, P.O. Box 85
Mailing Address
2d. Kannapolis 2e, NC 2f. 28082
City State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile Facsimile E-mail , NC PE Seal, Signature & Date
FTAI2/07_yer2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
(WSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at
I http://www.nccol,nettEnoineerino/Sewer%20Permits.htm1444
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
If the entfe—sewer system project area is a minimum of 100 feet from any surface water or
wetlands, this classification is NOT necessary. If any portion of the sewer system project is within
100 feet of any surface water or wetlands, this form must be completed if there are proposed design
conflicts with setbacks or buffers as listed in 2T .0305 (f)eeseGtieRS
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA -12107) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion or location of the
wer s stem " tr-Grea-that is wi et-arain conflict with a -waterbody or wetlands.
v Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12/07 (SEWER SYSTEMS)" to collect the stream classification data, This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office.
✓ The same Professional Engineer who certified the perrnit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm,
✓ Submit an 8,5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within ythe setback/buffer) and
corresponding classifications should be recorded.
C. include the attachment form and the map portions with the permit application for sub ! to
the appropriate regional office.
v A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: http://www enr.state.nous/html/reoionaloffices.html.
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTR.UCTIONS. FOR FORM WSCAS-12J07

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
ant Nan
e 1_, Kiser,
Professional Engineer Name
liar , Wilson, P.E.
Locatio
n ID
Name of Waterbody'
UT Irish
u
alo Creek
Pia"ems ae
Integra Springs at Ke
Engineering Firm Name
N-Focus Design, Inc,
County
Cabarrus
River Waterbody Stream
Basin Index No.
Yadkin 1-17-9-(2)
Waterbody
Classification
unnamed, indicate "unnamed tributary to X", where Xis the named ° raterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief,
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 **'*
FORM: WSt <AS-12107
Page 1

GrtL
Terms of Use
spx?T=2&:S t2&Z=17&X=...
y Statement
2 S 3 '2009 l? 1 AM

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptanec for Sewer Extension Permit Applications
(vrsE —10/07)
(JURISDICTION USE ONLY)
jurisdiction Requesting Flow Acceptance for Collection System:
UCiiy of Concord
]City of Kannapolis
ElTown of Harrisburg
EjTown of Mt. 'Pleasant
OCharlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: Integra Springs at Kellswater Commons
Description: .4proximately 2,759 feet of 8-inch .1ravity sewer to serve the proposed Integra Springs at Kellswater
Comrnonsdejopment along Rogers Lake Road.
What is the quanhity of flow that will be discharged? „ 73,050 GPD
Flow type:
El Domestic 100 % El Commercial % Industrial
Section 1 - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point (For each existing pump station to he impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 1.2 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.)
Station Name:
Approx. Capacity,
'MGD
(Firm/Design)
Approx. Current Avg,
Daily Flow, MGD
Section 11. Jurisdiction's Certification Statement:
i Wilmer Melton, In , 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 overflow's or overburden any downstream putnp 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
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
SignottreIT his fpiin indie • -s acce tance of this wastewater flow,
JurLdiction s Sign
Revision Date: 02413104

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
July 6, 2
Mr, Michael Legg
City Manager
City of Kannapolis
P.O. Box I.199
Kannapolis, 'NC 28082-11.99
Subject: Flow Acceptance Request
Integra Springs Sewer Extension
Office: 232 Davidson Hwy
Corword, NC 280.27
MEDD.; 330. Box 428
Concofft NC 2802190428
Phone: 704.78h 1783
rax: 704.795.1564
Dear Mr, Legg:
This is in response to the City's request for flow. acceptance -received June 29, 2009. 'file
Water and Sewer Authority of Cabarrus County (WSACC) has or currently expects to he able to
make available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate
sewer interceptors to transport and treat the waste -water front the Integra Springs Sewer Extension
project located along Rogers Lake Road just west of the intersection with Isenhour Road in.
Kannapolis. 1 he wastewater generated by this projectwill he conveyed through the City of
Kannapolisproposed and existing gravity system, and then enter WSACC's system at the existing
42-inc.h Irish Buffalo Creek Interceptor south of Rogers Lake Road.
'WSAC.V, agrees to accept wastewater from the proposed development,. which will include
approxim.ately 312 multi -family units (540 bedrooms projected), an administration building, and
approximately 16,000 square feet of commercial space. This is based on the intOrmation provided
by N-Focus Design, Inc. (Engineer for the Project) using North. Carolina Department of
Environment and Natural Resources (NCDENR.) wastewater flow guidelines. The projected flow is
73.050 gpd; however WSACC expects the actual wastewater flows to more closely approximate
58,440 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to umade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 73.050 gpd and cost of $8.126/gpd to provide treatment and -transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $593,604.
For your information and based upon NCDENR wa.stewater flow guidelines, WSACC has
approved 3,854,848 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
76,550 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances. WSACC has committed capacity -valued iri excess of $31,324.495 for the City of
Kannapolis since 1992 including $622,045 for this calendar year.
Projects on the OP are subject to approval by WSA.CCs Board of Directors, support from
local governing bodies, regulatory approval, and funding availability. At this time (here are no

annapolis
Integra Springs Sewer Ext.
July 6„ 2009
Page 2 of 2
scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program (( IP)
that are located downstream of this proposed project. It should be noted that the list and schedule of
CP 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 and approval will he require,d.
Please notify \VSACC, in writing, vhen construction of this project is initiated,
If you have any questions, please call me at 704-786-1783 „
Sincere
'Fliornas A. Bach', P.E.
Utility S:istems Engineer
cc: NVSACC Engineering Staff
Steve Bissinger, P.E./Kannapolis Assistant City Engineer
Melton/Karmapols
Adam Nowocin, P.E.TN-Focus 1)esign, Inc.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 0/07)
SACC USE ONLY) Integra Springs Sewer Extension Project
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:.
[5< Rocky River Wastewater Treatment Facility ----- Permit No: .NC0036269
Muddy Creek Wastewater Treatment Facility — Permit No: NC0081621
WWTP facility's pennitted flow, MGD
imatcd ob iated flow notiet tributary to the WWTP, MG[)
WWTPauluL's actual avg, daily 110w, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, M(D
Percent of permitted flow used
14.31
24.000
2.625
of_permit)
0.073
17.009
70.91,V0
Section 1 . 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 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:
RRRWWTP Main PS
Approx. Capacity, NiCiD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
55.440 1 1,230
Section 111. WSACC Certificationtatement:
I., Thomas A. Bach ., certify that, to the 'best of my knowledge, the additionof 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 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 preformedin
accordance with local established policies and procedures using the best available data, This certification
applies to those items listedabove in Section I and Section II for which, to the best of my knowledge, will
not adversely affect the downstream sewer ca.pacity. Signature of this form indicates acceptance of this
z wast. . ter flov,,, ti
.,., hot fl
1VSACC 's Signing Official Signature Date
Revision Dater, 02:03:04

Permit Number 0034209
Cent
Permit Tra kin Slip
l File€
APS SWP
07/17C g
Program Category
Non -discharge
Permit TYPe Fast Track
Gravity Sewer ExtensIon, Pump Stanon & Pressure Sewer
Extensions
Primary Reviewer
sarrwar bou-ghazale
Coastal SW Rule
Permitted Floe
73050
Pa
Status Project Type
ctive New Project
Version Permit Classification
1 00 Individual
Permit Contact Affiliation
Facility Name
Integra Springs at Keilswater
Location Address
ul
onor
Owner
Owner Name
City of Kannapoli
nor Region
Mooresville
County
Cabarrus
Facilit Contact Affiliation
Dstes/Events
g Issue App Received Drat
116l g 07/1 /09
Regulated Aotivi ies
Church
Office
Restaurant
Retail
Waste eater collects on
Outf
rbody Name
Scheduled
d issuance
Owner Type
Government - Mure ipal
Owner Affiliation
Wilmer Melton III
CLIP. PUBLIC WORKS
PC Box 1199
Kannapolls
NC 0811199
Public Notice issue Effective
07 "1 /09 0 7 #1 /09
eed/ .:eeied Events
Additional information received
Additional information requested
Expiration
Stream Index Number
Current Class
Subba in

Colle
Eniro
Specifi
KANNAPO S
July 10, 2009
08501-76
NC Div of Environmental Management
Department of lvnvironment. and Natural. Resources — Division of Water Quality
61.0 East. Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: Integra Springs
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 pem it
application and a check for $480.00 for the processing fee for the above reference project. A
enclosed is the flaw 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 Treatx lent Plant.
Water and Sewer Authority of Cabarrus C:'c unty Standard Specifications for Waste eater
ctions Systems were approved by your office and are being maintained by the Division of
tal Management, This project will be installed in accordance with these Standard
tions.
Please call me at 704-938-1519 if you have any queen
Sincerely,
Stephen J. Bissinger, PE
Assistant. City Engineer
08501-76 Integra sewer permit tetterdoc
I T 5'
n t:lepaM me
70,1.938.1 *1`J
i 082- 1 2"'lai 120 ti, titwin 4t. I:,iWoil ipolis,
1. I

N
PAY YO THk
NCDENR
c/o
o N-Focus Design
Q Box 85
1525International Parkway
Suite 2001
PAN e Lake Mary, FL. 32745
Sa ante
II■ o ©S . gra Springs
3t II■ r•O l 3 10 7
C 28082
"480.©0
DOLLARS n
r

Alley, Williams, Carmen 8 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
WE ARE SENDING YOU THE FOLLOWING:
COPIES DATE NO.
Letter f Transmittal
CUSPS UPS ❑FED -EX
❑OVERNIGHT DHAND DELIVER
Date: March 30, 2010 Job No. 0850'-76
Attn: Dee Browder
Re: Integra Springs Sewer WQ0034209)
Construction Record Drawings
Engineer's Certification
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval Ell For signature
For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ See Remarks
REMARKS
cc: Wendy Patterson — Public Works
q:tworditrsl08501 Genera1198501-76 Integra Springs Sewer as built trans.doc

Fast Track Engineering Certification
Permit No. WQ0034209 Brian Wilson, P.E.
July 17, 2009 N Focus Design, Inc.
Integra Springs at Kellswater P.O. Sax 85
WASAC Kannapofis, NC 28082
P.O. Box 428
Concord, NC 28026
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selectedpumps, system curve, operating point, available storage if portable
geherator(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 foram. Permi
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•CERTIFICATI©N
El Partial T Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
construction of Integra Springs at Kellswater
Sewer Extension 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 Purnp Stations and Force Mains adopted June 1, 2000 as applicable;
and other supporting materials. 4 aui' is ri -e } v i,rzre-- t1•e s.l 1 turn r 1, In c
North Carolina Professional Engineer's Ce JI-"(%h() ` ' bt" SiA.Kvex) k� v" t G 6'13tar�le5D
seal, signature, and date: g (V\Gu�Ift a rLS s+1Vwwjh Gr"t n9 �u a wl , Lt, auk 4
iorii'rnielit,.,r_r�r lvter G o
r CARS'., (<annr Iles ��` t ' +LJ�,�5 i d -I-Iry As Q .fer�
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.