WQ0033635_Regional Office Historical File Pre 2018

Michael Governor
iIIuni G. Ross Yr., 'Secretary
Nor Carolina Department of Environment and Natuiy.,11 Resources.
Coleen Et Sullins, Director
Division of Water Qualify
November 26, 2008
City of Kannapolis
Mr. Wilmer Melton III, Director Public Works
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No. WQ0033635
Kannapolis Medical Office Building
Wastewater Collection System
Cabarrus County. North Carolina
Dear Mr, Melton,
In accordance with your application received on November 21, 2008, we are forwarding
herewith Permit No, WQ0033635 dated November 26, 2008, 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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, 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.
Mailing Address
610 East Center ,Avenue, Suite 301
Mooresville., NC 281.15
Internet: wsvvvmmvatcrouality.org
Phone [phone]
Fax [phone]
Location
610 East Center A,,,ernie, Suite. 301
Mooresville, North Carolina
Customer Service .1-S77-623-6748
t(arol
.urally
An Equal OpportunilyTAffirinative Action Employer - 50% Recycled/10% Post Consumer Paper

Irr
Mr, Melton
Page 2
November 26, 2008
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 for the construction and operation of approximately 1,206 linear feet
of 8-inch gravity sewer, and the discharge of 2,500 gallons per day of collected domestic wastewater
into the Water and Sewer Authority of Cabarrus County existing sewerage system pursuant to the
application received November 21, 2008, 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
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 City of Kannapolis. The City of Kannapolis must
utilize whatever tracking tools necessary for planning additions of sewer flow in order to
maintain compliance with the WWTP permitted limits and the WQCS00327 permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of WSACC. 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 WQS00009 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 additional information concerning this matter, please contact Mr. Samar Bou-
Ghazale at [phone].
cerely,
fr • Coleen. H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
Jonathan Rett, NorthEast Engineering
T. Bach, WSACC
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 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 Pump 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 land 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_bernsferabIe, 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 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.
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 rnaintained on file by the Permittee for the life
of the wastewater collection facilities
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 21-; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
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 rtiail 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
919)) 7-30. Persons reporting any cf the above occurrences shall file a spill report by
completing Part I of Form CS- SC (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 I1 of Form - Q (or the most
current Division approved form) can also he completed to show that the SSO was beyond
controls
Permit issued this the °r day of November 2008.
NORTH CAROLINA ENVIRONMENTAL MAMA EI iEN ` COMSSION
� �L
f-£. Sullins. I)ircL:tot
Division of Water Quality
By Authority of the Environmental Management Commission
i.iferrz it. l umber \ Q00

Fast Track Engineering Certification
Permit No. WQ0033439
November 26, 2008
Kannapolis Medical Office Building
VWVTPNVQCS
Thomas Bach
WSACC
PO Box 428
Concord, NC 28025
Owner/WQCS
Mr, Wilmer Melton III
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Jonathan Rett, P E
NorthEast Engineering
P.O Box 931
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 (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 dearly 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 Engineers 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 —1 Final
as a duly registered Professional Engineer in the State of North Carol na, having been
authorized to observe (D periodically, D weekly, full time) the construction of Kannapolis Medical Office Building
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 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
Engineers 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!
). ©wnerlPermittee:
1a. 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 .0
Application Number:
(to be completed by DWQ)
b) for authorized signing o
ials!)
The legal entity who will own this system is:
0 Individual 0 Federal Municipality 0 StatelCounty Q Private Partnership 0 Corporation 0 Other (specify):
O 1 d. 1401 Bethpage Road Mm
LL Mailing Address
1f. NC
State
• l h. 704-920-4200 1 i. 704-920-42
Telephone Facsimile
2. Project (Facility) Information:
2a. Kannapolis Medical Office Building
M5a. 1i.A.Ai /A6.0Gl 5b, i `2- Gravi
Owner of Downstream Sewer Recei
© 6. The origin of this wastewater is (check all that apply):
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Jonathan Rett, Northeast Engineering
le. Kannapoli
City
l g. 28081
Zip Code
1j. wmeltontci.kannapolis.nc.com
E-mail
2b, Cabarrus
County Where Prole
Name and Affiliation of Someone Who Can Answer Questions Abou
3b, 704-788-6372
Phone Number
Project is Z New 0 Modiftcaticn (of an existing permit)
2., Owner is ® Public (skip to item B(3))
2a. If private, applicant will be:
this Application
3c. jrett nee
E-mail
ted
❑ Private (go to !torn 2(a))
2b. If sold, facilities owned by a(must ch
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))
Water and Sewer Authorit of Cabarrus County
er Treatment Facility (WWTF) Treating Waste
steater Treatment Plan
Z
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park.
El School
0 Restaurant
Z Office
ng Sewer Size Q Force fain
n.e
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
r From This Project
4b. NC0036269
WW"fF Permit No.
vi003I 0O
Permit # of Downstream Sewer
[Q Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
Other (specify):
nstructlon E)
00 % Domestic/Commercial
% Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 2,500 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where fiow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 127 ver2

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 6(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).
250 gpd/paractitioner/shift x 10 practitioners
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
New Gravity or Additional
Size (inches) Length (feet)
Force Main
8 1,206 Gravity
..-...
ci 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
La
p Pump Station Location ID &j& kui1O ...-f/ti /OS (self chosen - as shown on plans/map for reference)
Z
I— Design Flow
Operational Point Power Reliability Option
(MGD)
GPM TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
0
0
Pump Station Location ID
Design Flow
(MGD)
2
w
O.
Operational Point
GPM IPTDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator w!ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
PM
OperationTDH _ al Point
(MGD) permanent generator WATS; Force Main Size Force Main Length
G,o$
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
O Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 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 ID No If No, please reference the pertinent minimum design critena or regulation and indicate why a
vanance is requested. SUBMIT 'WO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA I2/07_ver2

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Welland/Stream Crossings - General Permit or 401Certification? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? Yes E] No 0 N/A
Storrnwater? Yes D No Li N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)?
Check if Yes: D and provide details
1. Owner/Permittees Certification: (Signature of Signing Official and Project Name)
la,
I, Wilmer Melton, 111, Dir Public Works, attest that this application for Kannapolis Medical Office Building has been
reviewed by me and is accurate and complete to the best of my knowledge. l 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 Genera/
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.
Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
I, Jonathan Rett, attest that this application for Kannaoolis Medical Office Building 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. Jonathan Rett, P.E.
Professional Engineer Name
2b NorthEast Engineering
Engineering Firm
2c, PO Box 931
Mailing Address
2d, Concord
2e, NC 2f, 28026
City State Zip
2g, 704-788-6372 2h. 704-786-4750 2i. kettenee-pa.com
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA 12/07_yer2

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATT'AC
FOR SEWER SYSTEMS
A lant Name
City of Kannapolis
Professional Engineer N
Jonathan Rett, P.E.
Location
ID
As
Name of erbod
Afton Run
Project Name
Kannapolis Medical Office Building
ErtgineerIn2 Firm Nam
Northeast Engineering
County
Cabarrus
River
Basin
Yadkin
If unnamed, indicate 'unnamed tributary to X", where Xis the named watertody to WI
I certify that as a Registered Profession& Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterboclies 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
*** FAD OF FORM WSCAS-12/07 *"
FOR_Nt WSCAS-12/07
body Stream
ndex No.
-6
Waterbody
: sification
Page 1 of 1

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FL'S E---1 0/07)
SA( I" 1 nnapolis Medical Office Building - Parkway SS
Ext. Project
Section I, Name of wastewater treatment facility (WWII') receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit No: NC0036269
Muddy Creek Wastewater Treatment Facility — Permit No: NC0U8l621
WWTP facility's permitted flow, MG D
Estimated obligated flow not vet tributary to the WWTP. MGD
facility's actual ayg, daily flow, MGD
Total flow for this silecitlerectuest, MGD
Total actual and obligated flows to the facility. MGD
24.000
2.390
14.415 (60,1% ofpermit)
0.003
16.808
Percent ofTermitted flow used 70.0%
Section 11.. Pump stations along the route .from the Jurisdiction's connection point to the WWTP.
(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 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:
Lower Rocky River IPS
Approx. Capacity, MG[) A.pprox. Current Avg,.
(Firm/Design)
37,0(10
Daily Flow, MGD
Section Iti. WSACC Certification Statement:
1. :Fltomas L. Bach,
, certify that, to the best of my knowledge, the addition of
the volume of wastewater to he 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 preformed in
accordance with local established policies and procedures using the best as data. Thiscertification
applies to those items listed above in Section I and Section 11 for which, to the best of my knowledge, 'will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
‘vast- a er flow%
fr/SAC'C's Signing „Oat Signature
Revision Date 01'03104

SACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
November 13, 2008
Mr. Michae
City Manage
City ofKannapolis
P.O. Box 1199
Kannapolis, NC 28082-11.99
Subject: Flow Acceptance Request
Kannapolis Medical Office Building; - Parkway Sewer Extension
Officer 23.2 Davidson Hwy
Concord, INC 28027
Mail t©. po. Box 428
Concord,, NC 28026 28
Phone: 704786,E783
Fax:704,79.,1564
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received November 1I 2008.
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 proposed Kannapolis
Medical Office Building - Parkway Sewer Extension project located along Kannapolis Parkway
south of the intersection with Mooresville Highway in Kannapolis. The wastewater generated by
this project will be conveyed through the City of Kannapolis' proposed and existing gravity system,
and then enter WSACC's system at the existing 15-inch Afton Run Interceptor near Highway 73.
WSACC agrees to accept wastewater from the proposed commercial development, which
wvill include a medical building with approximately 10. practitioners. This is based on the
information. provided by North East Engineering, P.A. (Engineer for the Project) using North
Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 2,500 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 2,000 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis a.cknowlcdges that WSACC may
need to upgrade, 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 flown dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 2,500 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $20,315.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 3,715,658 gallons of flow acceptance for the City of .Kannapoli,s from 1992 to present and
236,990 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $30,193,437 for the City of
Kannapolis since 1992 including $1,925,781 for this calendar year.
Projects on the CIP are subject to approval by \ySACC's Board of L)irectors, 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)

ty of Kannapolis
Katmapolis Medical Office Building - Parkway Sewer Ext.
November 13, 2008
Page 2 of 2
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 to (2) years of the date
of this appro al, the approsral is rescinded and a second request and approval will be required.
Please notify WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
fliontas A. Bach P E
Utility Systems Engineer
cc: WSACC Engineering Staff
Jeff Moody, P.E./Katmapolis City Engineer
Wilmer Melton/Kannapolis
Jonathan Kett. P.E,North East Engineerin, P.A.

KANNAPO. 1 S
N vember 19, 2008 08501-46
NC Div of Environmental Manageanent
Department of Environment. and Natural Resources — Division of Water Quality
610 East Center Drive, Suite 301.
Mooresville, North Carolina 281.15
Re: Kannapolis Medical Office Building - Parkway Site
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 and a check for $480.00 for the processing fee for the above reference 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 Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
inns Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will he installed in accordance with these Standard
SpeciticatiCns.
Please call me at 704-938- 151 9 if you have any questions.
Sincerely,
Stephen J. Bissinger, PE
Assistant City Engineer
-46 Cab Fam Med sewer permit letter.doc
1 7` Y 0 I' A N N A P 0 L I S
T 704,93 3.I �1 6 704.938,6810
t'.O, Box 1248 K nnvc. tiC 2808 - 1248 120 S. Blain St K,armat>rbtaw, NC 28081

Central Files: APS SWP
11 /26/08
Permit. Number WQ0033635
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
samar.bou-ghazale
Permitted Flow
2500
Facility
Facility Name
Kannapolis Medical Office Building
Location Address
Status
Active
Project Type
New Project
Version Permit Classification
1,00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
City of Kannapolis
Dates/Events
Orig Issue
11 /26/08
App Received
11/21/08
Regulated Activities
Office
Wastewater collection
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton, III, D R PUBLIC
WORKS
PO Box 1199
Kannapolis
NC 280811199
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
11/26/08 11/26/08
Requested/Rege ved Eteilia
Additional information requested
Additional information received
Expiration
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

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Ailey, 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
WE ARE SENDING YOU THE FOLLOWING:
COPIES
1
DATE NO
Letter of Transmittal
❑LISPS SUPS ❑FED -EX
❑OVERNIGHT [NAND DELIVER
Date: December 10, 2009 Job No, 08501-46
Attn: Dee Browder
Re: Kanna
©his
edical office Building (1, '000
DESCRIPTION
Construction Record Drawings (Partial Certification)
Engineer's Certification (Partial)
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For signature
1 For your use 0 Approved as noted ❑ Submit copies for distribution
O As requested 0 Returned for corrections ❑ Return corrected prints
O See Remarks
REMARKS
cc: Wendy Patterrson — Public Works
St !en J. Bis nger, PE
Q:lwordtrsl©8501 GenO8 1-48 Cab Fam Med sewer as built trans ladoc

Fast Track Enaineering Genii cation
Permit No, WQ0033 4..s'
November 26, 2008
Kannapolis Medical Office Building
Owner,WQCS
Mr. Wilmer Melton 111
City of Kannapolls
1401 Bethpage Road
Kannapolis, NC 28081
WWTPFQCS
Thomas Bach
WSACC
PO Box 428
Concord, NC 28025
Jonathan Rett, P.E
NorthEast Engineering
P.O Box 931
Concord, N.C. 28026
Complete end 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 (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 for Permit
modifications are require f any changes resulting in n Rcorn fiance with this ermit re ul tions 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
E Partial g Final
ail , as a duly registered Professional Engineer in the State of North Carolina, having been
autho`t'i d to observe periodically, © weekly, 0 full time) the construction of Kannapolis Medical Office Building
Collection Sewer Sys m, 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 Engineer's
seal, signature, and date:
The Permittee sponsib
wastewater flow made tribu
Engineer's Certification sha
enforcement actions.
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
for tracking all partial certifications up until a final certification is received. Any
o the wastewater collection system extension prior to completion of this
be considered a violation of the permit and shall subject the Permittee to appropriate