WQ0033094_Regional Office Historical File Pre 2018

Miciml F. Easley, Governor
William (J. Ross JrSecretary
North Carolina 1)ep1rtment or Environment and Natural Resources
Coleen II Director
Division of Water Quality
June 10, 2008
Mr. Wilmer Melton, Dir, Of Public Works
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Subject, Permit No, WQ0033094
Craven Street
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Melton,
In accordance with your application received on May 29, 2008, we are forwarding herewith
Permit No. WQ0033094, dated June 10, 2008, to the City of Kannapolis 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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.
Mooresville Regional Office 610 East C.enter Ave., Stztte 301 Mooresville, N.C. 28 115
Internet wwv,tocrnwaterquelity.org Customer Service.. 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer -50% Recyc Post Consumer Paper
Phone: [phone] Fax: [phone],40
onf
NorthCarolina
Atiturally'

Pr Mr. hiePIon
Page 2
June 10, 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 383 linear feet of
8-inch gravity sewer and the discharge of 1,440 gallons per day of collected domestic wastewater into
the City of Kannapolis existing sewerage system and the Water and Sewer Authority of Cabarrus
County existing sewer system 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.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of the City of Kannapolis. Kannapolis must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the
WQS00327 collection system 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
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County VVWTP (Rocky River NPDES No. NC0036269) prior to being discharged
into the receiving stream.
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 Dee Browder at (704)
663-1699.
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Thomas Bach, WSACC
Samuel King, Kings Engineering of Concord, Inc
Surface Water Protection Central Files
Tom Asenzo, 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 ssuance 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.
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 (Le.
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 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 maintained 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 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 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 mad messages or faxed information is permissible, but shall not be considered as the
Mitial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form CS-SSO (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 CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 10th day of June 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coieen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ003309.1

Fast Track Engineering Certification
Permit No, WQ0033094
June 10, 2008
Owner/WQCS PE
Wilmer Melton, Dr Of PW Samuel King
City of Kannapolis King Engineering of Concord, Inc
1401 Bethpage Rd. 401 Poteat Drive
Kannapolis, NC 28081 Morganton, NC 28655
WWIPANQ CS
Thomas Bach, Util, Sys. Eng.
WSACC
PO 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 (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 (rj periodically, LIJ weekly, 111 full time) the construction of Craven Street, 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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

KANNAPOIJ IS
May 2 ,008
08501-32
NC Div of Environmental Management
Department of Environment and Natural Resources --- Division of Water Quality
610 East Center Drive, Suite 301
Mooresville, North Carolina 2811.5
Re: Craven Street Sewer Extension
City of Kannapolis
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 referenced project. Also
enclosed is the tlow acceptance letter from the Water & Sewer Authority of Cabarrus County
stating they w il 1 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
Collections Systems were approved by your office and are being maintained by the Division of
Environ.mental Management. This project will be installed in accordance with these Standard
Speci
'Please call me at 704-938-1519 if yot have any questions.
Sincerely,
Stephen J. Bissinger, PE
Assistant City Engineer
Av
NC DENR MR0
DM -Surface Water Protection
08501-32 Craven Street sewer permit e er,doc
c1 T Y 0 F K A N N A P 01_ IS
Engineering Department "1: 704.938.1519 F 704,938,68.10
P.C. Box 1248 Kannapolis. NC 28082-1248 120 S, Main St, Kannapolis, NC 28081

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
May 22, 2008
Mr. Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1'199
Subject: Flow Acceptance Request
Craven Street Sewer Extension
Office: 232 Davidson Hwy,
Concord, NC 28027
Mail to: P,O, Box 428
Concord, NC 28026-0428
Phone: [phone]
Fax: 704.795:1564
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received May 19, 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 Craven Street Sewer
Extension project along Craven Street at the intersection with 13'11 Street in .Kannapolis. The
wastewater generated by this project will be conveyed through the City of Kannapolis' existing and
proposed gravity system, and then enter WSACC's system at the existing 18-inch Cold Water Creek
Interceptor.
WSACC agrees to accept wastewater from the proposed development, which will include
four single family residential lots. This is based on the information provided by King Engineering
of Concord, Inc. (Engineer for the Project) using 'North Carolina Department of Environment and
Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is 1,440 gpd;
however WSACC expects the actual wastewater flow to more closely approximate 1,000 gpd based
upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis acknowledges 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 .flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 1,440 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $11,701.
For your information and based upon NCDENR. wastewater flow guidelines, WSACC has
approved 3,563,8,68 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
85,200 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $28,959,991 for the City of
Kannapolis since 1992 including $692,335 for this calendar year.
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)

fa :.:spoke
ven Street Sewer Ext.
,
2008
Page 2 of
that are located downstream of this proposed project. It should be noted
OP projects are tentative and are revised periodically t reflect changing
Please note that if construction of this project is not started I tla
of this approval, the approval is rescinded and a second request and
Please notify S CC, in writing, when construction of this project is n
you have any questions, please call me at 0 -d-17 3 ,
"
Thomas A. Bach, p, .
Utility Systems Fnpineer
cc: C Fnpineerinp. Staff
Ioody, P.E. Kannapolis ity .n ineer
Iton/Kanna rlis
Samuel I in , P.P./King I ngi Bering of dnr:or .
that the list and schedule of
er conditions and creeds,
in to years of the date
approval evil l be required.
l
tiated..

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FrsE —I 0/07)
(WSACC I. SE ONLY) Craven Street Sewer Extension Project
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
El Rocky River Wastewater Treatment Facility - Permit No: NC0036269
Muddy Creek Wastewater Treatment Facility Permit No: NC0081621
WWTP facility's permitted flow, MOD
Estimated obligated flow not yet tributary to the
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request. MGD
24.000
-TP, MOD 2.835
. 4.860_02% of permit)
0,002
Total actual and obligated flows to the facility, MOD 17.697
Percent of permitted flow used
73.7%
Section II. Pump stations along the route from the 3utisdiction'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, MGD Approx. Current Avg.
(Firm/Design)
55.440
Daily Flow, MCI)
7
Section III. VSACC Certification Statement:
Thomas A Bach , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted. in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow .from this
project is not anticipated to ca-use 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 1 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
wa. -Nater floc
404'
WSA CC g(ficial Signature
Revision D
„e; 02/03.104

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)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
E}City of Concord.
City of Kannapolis
EjTown of H.arrisburg
afown of Mt. Pleasant
OCharlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: Craven Street Sewer Extension
Description: Approximately 383 feet of 8-inch gravity sewer to serve the Craven. Street This_project will connect
to the existing City of Kannapolis system near the intersection of Craven. and 13th Street.,
What is the quantity of flow that will be discharged? 1,440 GPD
Flow type:
E Domestic. 100 % El Commercial % EliIndustrial
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 Bows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
N/A
Approx. Capacity,
MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
Section IL Jurisdiction's Certification Statement:
Wilmer Melton, , 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
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
SignalSignaiur thisform indicate- accepnce of this wastewater flow.
s iction s Sign, Official Signature
Date
El
Revision Date: 02/03/04

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)
(WSACC USE ONLY) Craven Street Sewer Extension Project
Section I. Name of wastewater treatment facility (1WWTF) receiving wastewater:
EK Rocky River Wastewater Treatment Facility Permit No: NC0036269
Muddy Creek Wastewater Treatment Facility -- Permit No: NC008162.1
WWTP facility's permitted flow. MGD
24,000
Estimated obligated flow aot_yet tributary to the WWTP, MG 2,835
WWTP facility's actual avo. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obh.L,,ated flows to the facility, MGI)
Percent of permitted flow used
14.860 (62% apt-mit)
0.002
17,697
73,7°4
Section IL 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, Mat)
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
Section HI, WSACC Certification Statement:
.1, Thomas A. Bach certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and 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 1 and Section 11 for which, to the bestof my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wastewater flow.
,a4
WSACC's Signing qu ignature Date
Revision Date: 02/0310-4

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by MO)
/ Owner/Permittee:
la. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc,)
Z lb, Wilmer Melton, Ill, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for a
orized signing officials!)
The legal entity who will own this system is:
0 Individual 0 Federal Municipality 0 State/County E Private Partnershp 0 Corporation Other (specify):
ld. 1401 Bethpage Rd
ing Address
NC
State
704-920-4200
Telephone Facsimile
2 Project (Facility) information:
rj 2a. Craven St Sanitary Sewer Extension
0- Brief Project Name (permit will refer to this name
3 Contact Person:
3a. Sam King, Jr - King Engineering
Name and Affiliation of Someone Who Can Answer Ques
3b, 828-403-5586
Phone Number
le, Kannapolis
City
1g. 28081
Zip Code
1j. wrnelton@lc).kannapolis.nc„uc
E-mail
Project is Located
ons About this Application
3c, saml5in9fish@aol oar)
E-mail
1. Project is New Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item B(3)) ci Private (go to Item 2(a))
2a If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes, etc - go to Item B(2b))
3, Water& Sewer Authority of Cabarrus County__
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
2b. If sold, facilities owned by a (must choose one)
El Public Utility (instruction C)
0 Homeowner Assoc./Developer (instruction D)
4a. Rocky River Regional Wastewater Treatment Plant 4b, NC00036269
Name of VWITF WAIT Permit No.
City_of Kannapolis 5b„ 8" Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of
0 6. The origin of this wastewater is (check all that apply):
H.
LU
7.
S.
Residential Subdivision
Apartments/Condominiums
El Mobile Home Park
0 School
0 Restaurant
0 Office
LJ Retail (Stores, shopping centers)
0 Institution
LI Hospital
0 Church
0 Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 1440
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why; N/A
ion E)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
[I] Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
LJ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
07,yer2

9. 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) ANDIOR 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).
120 gpd/bedroom x 3 bedroom x 4 lots = 1440 gpd
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
383
New Gravity or Additional
Force Main
Gravity
Ci 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LU
= Pump Station Location ID (self chosen - as shown on plans/map for reference)
ifrw* Design Flow
Operational Point 1 . Power Reliability Option
z (MGD)
GPM @TDH permanent generator w/ATS; Force Main Size Force Main Length
0 2- portable generator wlMTS
0
0
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Orational Point Power Reliability Option
pe
(MGD) 1 - permanent generator WATS; Force Main Size Force Main Length
GPM @TOM
2 - portable generator w/MTS
r4
LU
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Oratnal Point Power Reliability Option
peio
(MGD) GPM OTDi-1 1 - permanent generator w/ATS; Force Main Size Force Main Length
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?
0 Yes No If Yes, permit number of 2 cl 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?
El Yes Ej 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
FTA12/07.yer2

z
u.
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?
Sedimentation and Erosion Control Plan?
Stormwater?
El Yes 11 No
El Yes Ell No
Ei Yes DNo
N/A
N/A
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 and must be checked once every six months
Check if Yes: El and provide details
la.
Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
1, Wilmer Melton, III, Director of Pubic Works, attest that this application for Craven Street Sanitary Sewer Extension
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 143-215.66, 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.
Si ning Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY,
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T ,0305
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
/, Sanwa/ L. King, Jr. , attest that this application for Craven Street Sanitary Sewer Extension 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 rnay 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 Genera! 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.
2 , itoolosimioto
CA
t.ss,
Professonal Engineer Name
2b. KinkEngineering of Concord, Inc,
Engineering Firm
2c. 401 Poteat Drive
Mailing Address
2d. Morganton
City
2g, 828-403-5586
Telephone
2h,
Facsimile
2e, NC 2f. 28655
State Zip
2i. [e-mail]
NC PE Seal, Signature & Date
FTA I2IO7ver2

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DWQ)
1. OwneriPerrnittee:
la. City_of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.
Z 1 b. Wilmer Melton, Ill, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
for authorized si
ning o dais!)
lc. The legal entity who will own this system is:
El Individual El Federal Municipality D State/County Ej Private Partnership LI Corporation El Other (specify):
O ld, 1401 BethRd
LL
Mailing Address
• if. NC
Z State
toi lh. 704-920-4200
Telephone
Facsimile
O 2 Project (Facility) Information:
2a. Craven St Sanitary Sewer Extension
a. Brief Project Name (permit will refer to this na
CL
< 3
Contact Person:
le.
City
Kannapolis
lg. 28081
Zip Code
_lj, verneltonQci.kannapolis.n .uc
E-mail
2b, Rowan
County Where Project is Located
* 3a, Sam Kingi_Jr. — King Engineering
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-403-5586 3c. samkin
Phone Number E-mail
1. Project is New El Modification (of an existing permit) If Modification, Permit No.:
2, Owner is Public (skip to Item B(3)) El Private (go to Item 2(a))
2a, If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
II Leasing units (lots, townhomes, etc. - skip to Item B(3))
[7] Selling units (lots, townhomes, etc - go to item B(2b))
3. Water & Sewer Authorit of Cabarrus County
2b. If sold, fadlities owned by a (must choose one)
Ej Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a Rocky River Regional Wastewater Treatment Plant
Name of WWTFNC00036269
WNTF Permit No.
5a, City of Kannapolis 5b. 8" Gravity 5c.
Owner of Downstream Sewer Receiving Sewer size Force Main Permit # of Downstream Sewer (Instruction
6. The origin of this wastewater is (check all that apply):
Residential Subdivision
Li Apartments/Condominiums
El Mobile Home Park
El School
Ej Restaurant
El Office
El Retail (Stores, shopping centers)
El Institution
El Hospital
E Church
El Nursing Home
El Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
I - % Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 1440 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why: N/A
Ej Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Ei Flow has already been allocated in Permit No,
LJ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12107ver2

9. 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/OF 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).
120 gpd/bedroom x 3 bedroom x 4 tots = 1440 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
383
New Gravity or Additional
Force Main
Gravity
11. Summary of Pump Stations wi associated Force Mains to be Permitted (attach additional sheets as necessary)
LLI
z
z
0
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
p
(MGD) GPM TDH
permanent generator w!ATS; Force Main Size Force Main Length
@
2 - portable generator wIMTS
0
I— Pump Station Location ID
(self chosen - as shown on planslmap for reference
2 Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Length
0 GPM @TDH
2 - portable generator wIMTS
WOO
LU
0
ai
Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator MATS; Force Main Size Force Main Length
GPM i@TDH 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?
Yes No If Yes, permit number of 2nci 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 forthe 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 LJ 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
FTA12/07_ver2

14. Have the following permits
tions 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?
Stormwater?
0 Yes 0 No N/A
Ej Yes 0 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 and must be checked once every six months
Check if Yes: D and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
la.
I, Wilmer Melton, Ilk Director of Pubic Works, attest that this application for Craven Street Sanitary Sewer Extension
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, orl
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.
Signing Official Sign
ure
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
0 TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC REFER TO 15A NCAC 02T .0305
0
I— 2. Professional Engineer's Certification (Signature of Design Engineer and Project Name)
0
2 "ng, Jr
Pro
2b. Kin
1, Samuel L. Kind, Jr. , attest that this application for Craven Street Sanitary Sewer Extension 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 submit' tat 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.
4,0 CAR 4#*
onal Engineer Name
Engineeringncord, In
Engineering Firm
2c. 401 Poteat Drive__
Mailing Address
2d, Morganton
City
2g, 828-403-5586
Telephone
2e. NC 2f. 28655
State Zip
2h. 2i. [e-mail]
Facsimile E-mail NC PE Seal, Signature & Date
FT Al2/07_ver2

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t Track Engineerin
Permit No, WQ0033094
June 10, 2008
OwnerNVQCS
Wilrner Melton, Din Of PW
City of Kannapolis
1401 Bethpage Rd
Kannapolis, NC 28081
Certification
REGENCI)i,N,cr, N DWR
'1)
PE
- r''t:c7ICI:
SaML1614443: — -
King Engineering of Concord, Inc.
401 Poteat Drive
Morganton, NC 28655
WWTPIWQCS
Thomas Bach, Util Sys Eng
WSACC
PO 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 (selected pumps, system curve, operating point, available storage if portable
generators) 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, Pe
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.
ENGINEERS CERTIFICATION
Ti] Partial Knal
I, jahlifel I 75 as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (['periodically, 11111 weekly, []full time) the construction of Craven Street, 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 ofWater 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.

PAT MCCRORY
DONALD R. VAN DLR VAART
S. JAY ZIMMRMAN
1a ter R. e 4.4 r cr
v q(')!N 7,1 !!;;;U!,,,,13. "Y
As built check list (reference 2T .0300)
Reviewed by: Ori Tuvia
Review Date: 1/25/2016
Project name: Craven Street Sewer
WQ#: 0033094
1) As-bui(t has been signed, sealed, and dated by an N.C. PE IZ Yes D No
) Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified, Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). Yes E No E N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ri Yes T No [1 N/A
4) Is Project design is in accordance with (see section B.I3 of ETA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version)
Criteria for Permitting of Pump Stations and Force Mains (latest version).
inimum Design
Yes No El N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plains, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Projectains high priority lines (15A NCAC 02T .0402(2)) E Yes No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(1 Original length of pipe — As built length 1 / Original length) < 10%.
If no application need to be modified
Yes
State of North Carolina !Environmental Quality 1 Water Resources I W'aier Quality Regional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704 663 :1699

Central Files: APS SWP
©611©/©8
Permit Number WQ0033094
Permit Tracking Slip
Program Category
Non -discharge
Status
Active
Project Type
New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer
dee.browder
Permitted Flow
1440
Facility
Facility Name
Craven Street Sanitary Sewer Extension
Location Address
Owner Name
City of Kannapolis
Date Events
Orig Issue App Received
06/10/08 05/29/08
Draft initiated
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton, III, DIR PUBLIC
WORKS
PO Box 1199
Kannapolis NC 280811199
Scheduled
Issuance
Public Notice Issue
06/10/08
Effective Expiration
06/10/08
Regulated Activities Reauested/Received Events
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

ur�ip eaiur Included
Details on hack