WQ0036381_Regional Office Historical File Pre 2018

North Caro
Pat McCrory
Governor
ina Depa
NCDENR
sent of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P, E
Director
February 20, 2013
Mr. Wilmer Melton, III, Director of Public Works
City of Kannapolis
1401 Bethpage Road
Kannapolis, N.C. 28081
Dear Mr. Melton:
John Skvarla, Ill
Secretary
Subject: Permit No. WQ0036381
City of Kannapolis
The Falls
Wastewater Collection System Extension
Rowan County
In accordance with your application received February 18, 2013, we are forwarding Permit. No.
WQ0036381 dated February 20, 2013, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 and supplement shall be considered a part of this permit and are therefore incorporated
therein by reference.
Please pay particular attention to the following condition contained within this permit:
It shall be responsibility of the City of Kannapolis 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 5143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
1617 ail Service Guenter, Raleigh, North C-arolina 276,99-1617
Location: 512 N.. Salisbw St, Raleigh, North Carolina 7604
Phone:9'19-807--6,3,f l FAX: 919-N.17.6492
rnternet: www:ncwaterquality.©rq
A, Euual ©UIX,,rtuni v Affirrnalive action ERiirrlayer
One
NorthCarol na
'aturaiij

If you need additional information concerning this matter, please contact CVtr. Samar Bou-Ghazale at
[phone] or via e-mail at [e-mail]
Sincerely,
for Charles Wakild, P.E., Director
Division of Water Quality
cc: Keith Rains, P.E., (electronic copy) Sun it Land Services
Water Quality Central Files
PERCS (electronic copy)

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMM ISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Kannapolis
Rowan County
for the construction and operation of approximately 9,057 linear feet of 8-inch gravity sewer; and the
discharge of 72,000 gallons per day of collected domestic, wastewater into the Rocky River Regional
Wastewater Treatment Plant existing sewerage system, pursuant to the application received February
18, 2013, 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.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 20th day of February, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036381

�UU��U�������Fl7�������Ul������������
.v~�" ° �"�.�ou~.�o n�� PERMIT v~��w^.�� .""u~-"_.
The City of Kannapolis is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Rocky River Regional
Wastewater Treatment Facility (NPDE5 Permit No. N[0035269) prior to being discharged into the
receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A 0CA[ 2T; the Division of Water Quality's (Division) Gravity Sewer Minirnunn Design Criteria
adopted February 12' 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June l, 2QODasapplicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carol ioa-|icensedProfessional Engineer mthe application. It shall be the Permittec'x responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions,
11. STANDARD CONDITIONS
1. 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 appnnp,imte. The approval of this request shall be considered on its merits and may o, may not be
2. This permit shall become voidable unless the wastewater codection facilities are constructed in accordance
with the conditions of this permit; lSA NCA[ 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 o/ Pump Stations and Force Mains adopted June l' 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
1 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
4. The wastewater collection fod§tbs shall be properly maintained and operated at all times, The Penn»tee
shall npamxam compliance with an individual system -wide collection system permit for the operation and
maintenance ofthese facilities as required byl5ANC4CZT.O403. |fanindividual permit isnot required, the
following performance criteria shall bcmet asprovided inI5ANCAC2T.04D3,
a. The sewer system shaH be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c An operation and maintenance plan including pump station inspection frequency' preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.

d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at feast once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in thefull easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number 704-663-1699, 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor nsv|t in an overflow or bypass discharge of wastewater to the surface
waters ofthe State.
T Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached tothis permit shall besubmitted with the required
supporting documents tnthe address provided onthe form. Acomplete certification bone where the form is
fully executed and the supporting documents are provided axapplicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy wfthe Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification isone where the form isfully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan &profile views ofsewer lines & force mains)
ofthe wastewater collection system mtensiwn. Final record drawings should be dear on the plans oron
digital media ([D or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc
b. One copy ofthe supporting pump msdnn design calculations (selected pumps, system curve, operating
point buoyancy calculations, available storage ifportable Xeneratnr(s) orstorage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project,
Changes tothe project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, urinwritten summary form.
Prior tnCertification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased #m*\ pomp station
design capacity design increases of 5% or greater, and increases }n the number/type of connections),
regulations, or the Minimum Design Criteria, Requested modifications o, variances to the minimum Design
Criteria will bereviewed ooacase'hy/asebasis and each onits own merit. Please note that variances tothe
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not beapproved, thus
requiring replacement or repair prior /ocertification &activation.
8. A copy of the construction record drawing; »baU be maintained on 0e by the Permittee for the life of the
wastewater collection faoNihoo'
9� 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 K4aimx adopted June I, ZnOQ as applicable; and other
supporting materials may subject the Pormh1ee to an enforcement action bythe Division, in accordance with
North Carolina General Statutes §I43'215.6»through §14J'215.6[construction ufadditional orreplacement
wastewater collection facilities, and/or referral of the North Caro |inp'|icenoed Professional Engineer to the
licensing board.

pr
10. 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.
11. 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 26 .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.

FAST TRACK ENGINFE:RING CERTOE1CATION
Permittee: City of Kannapolis
Project: The Falls
Permit No. W00036381
Issue Date: 02/20/2013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
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. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
0 Partial Q Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([I periodically, EI weekly; ] full time) the construction of the subject 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
i permit; 15A NCAC 02T; 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
SURFACE WATER PROTECTION SUPERVISOR a'
Mooresville REGIONAL OFFICE
610 East Center Ave., 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.

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0
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USE THE TAB KEY TO MOVE FROM FIELD TO F$ELDI
Owner/Permittee:
Ci Kannapolis 1a. City of Ka
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)
Application Number:
(to be completed by DWQ)
for authorized signing officials?)
lc. The legal entity who will own this system is:
0 Individual LI Federal i Municipality © StatelCounty 0 Private Partnership © Corporation [I Othi
Kannapolis
City
1401 Bethpage Rd
Mailing Address
NC
State
1 h. 704-920-4200
Telephone
2. Project (facility) Information:
j 2a. The Falls
CL Brief Project Nam- e (permit will refer to this nameCL
Q 3. Contact Person:
3a, Scott Twiddy.
Name and Affiliation of Someone Who Can Answer Questions About th
3b. 803-389-3387..
Phone Number
Facsimile
Project is ( New j j Modification
2. Owner is Public (skip to Item B(3))
2a, If private, applicant will be,
28081
Zip Code
wmelton,cityofkanrr olis.doria
E-maiI -
2b. Rowan County
County Where Projec
Application
is Located
3c. stwiddy.cds [e-mail]
E-mail
xisting permit) if Modification, Permit No,:
© Private (go to Item 2(a))
2b, If sold, facili
EI Retaining Ownership (i,e. store, church, single office, etc.) or
© Leasing units (lots, townhomes, etc. - skip to Item B(3))
© Selling units (lots, townhomes, etc. - go to Item B(2b))
Authority of Cabarrus County
Owner of Wastewater Treatment Facility (W11VTF) Treating Wastewater From This Project
ned by a (must choose one
[�Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
gi Wastewater
4a. RockyRiver Regional Treatment Plant 4b. NC00036269
Name of WWTF WWTF Permit No.
Sa, W&S Auth Cabarrus CourItymmm 5b. 8M, Gravity 5c. NC00036269
Owner of Downstream Sewer Receiving Sewer Size © Force Main Permit # of Downstream Sewer (Instruction► E
S. The origin of this wastewater is (check all that apply).
Residential Subdivision
EJ Apartments/Condominiums
ID Mobile Home Park
0 School
D Restaurant
© Office
0 Retail (Stores, shopping centers)
© Institution
© Hospital
© Church
© Nursing Home
© Other (specify):
Volume of wastewater to be allocated or permitted for this particular project. 72,000
Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
© Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
00 % Domestic/Commercial
°0 Industrial (attach
description)
(ROC contact your Regional Office
Pretreatment staff)
°fo Other (specify):
gallons per day
FTAI2107

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
$F.
New Gravity or Additional
Force Main
9,057 Gravity
1. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM ctiTDH
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 rate
nce
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM ITDH 2 - portable generator w/MTS
Pump Sta
n Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Len
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 2"d 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 © 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
ETA I2/07

ave the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certitication? Yes El No Li N/A
Sedimentation and Erosion Control Plan? Yes E] No El N/A
Stormwater? Yes L No El 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: L1 and provide details
1. Owner/Permittee's Certification (Signature of Signing Official and Project Name)
1, Wilmer Melton Director of Public Works, attest that this application for the Falls Subdivision has been reviewed by
me and is accurate and comp/ete 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 riot to exceed $10,000 as well as civil
penalties up to $25,000 per violation.
1 a. _
Signing 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
in 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)
Keith Rains, attest that this application for The Falls Subdivision 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 Pemiitting of Pump Stations and Force Mains adopted June
1. 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that
I have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.68, 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. Keith Rains
Professional Engineer Name
2b, Summit Land Services
Engineering Firm
2c. P.O. Box 7442
Mailing Address
2d, :Charlotte _ 2e. NC 2f, 28241
City State Zip
2g. 704-504-1717 2h. 704-504-1125 21, krainsumrnit-companies com
Telephone Facsimile E-mail
NC PE Seat Signature & Date
ETA /07

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:.,,,ATER & SEWER AUTHORITY
OF CABARRUS COUNTY
February 13, 2013
Mr. Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance Request — City of Kannapolis
The Falls Subdivision — Resubmittal/Modification
Dear Mr. Legg:
Office: 232 Davidson Hwy.
Concord, NC 28027
Mail to: P.O. Box 428
Concord, NC 28026-0428
Phone: [phone]
Fax; 704.795.1564
This is an approval of flow acceptance that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) for the City of Kannapolis on February 11, 2013. WSACC has or
will have capacity at the Rocky River Regional Wastewater Treatment PIant and appropriate
sewer interceptors to transport and treat the domestic wastewater from the proposed project
entitled The Falls Subdivision (Resubmittal/Modification) located along Chapman Avenue just
north of the intersection with West A Street. The referenced project will serve an additional 39
single family residential homes with a projected wastewater flow of 14,040 gpd. As noted in a
letter dated February 8, 2013 from Stephen J. Bissinger, this projected wastewater flow of
14,040 gpd will be combined with the previous approved flow allocation of 57,960 gpd (161
single family residential homes) that was granted by WSACC as referenced in a flow acceptance
letter dated January 23, 2007 for the same project. As a result of this modification, the final total
wastewater flow allocation for this project is 72,000 gpd.
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 42-inch
Irish Buffalo Creek Interceptor located south of the proposed project. WSACC agrees to accept
wastewater from the proposed residential development based on information provided by
Summit Land Services (Civil Engineer for the project) using North Carolina Department of
Environment and Natural Resources (NCDENR) wastewater flow guidelines. The additional
projected flow for this modification project is 14,040 gpd; however WSACC expects the actual
wastewater flow to more closely approximate 9,750 gpd based upon. Master Plan engineering
data.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year
2005 -- 2006 and has funded Capital Projects entirely from Capital Reserves, and expects to
continue this policy into the future. 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 CIP that are located downstream of this proposed project. It should be noted that the list

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(1, SA(.C�"
Project
Flow Try
ON ") The
a
Department of Enviro
m
State of North Carolina
ent and Natural Resources
Division of Water Quality
cceptance for Sewer Extension Permit Applications
(FTSE —10/07)
s Subdivision Resubrrtittat/ odification
Section 1. Name of writ water treatment facility (WWTF) receivin
Rocky River Wastewater Treatment Facility - Permit No: NC0036269
Muddy Creek Wastewater Treatment Faciiit f _ Permit No: NC0081621
WWTP facility's permitted flow, MG.1)
Est.itrirrtetl obligated flow not yet tributary to the WWTP, MG[)
ater.
26.500
0.551.
WWTP facility's at tcra] rtv , daily flow, MGD 14570 ( 4.9S% of permit)
Total flow for this specific rye a �st, MGD 0.014
Total tactual and obligated flows to the facility, IGD 1.165
Percent of permitted flow used
57.2 3 %
Section Ih. Pump :sttations 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.)
Purnp Station Name:
RRRWWTP Main PS
Approx. Capacity, MGD Approx. Current Avg,.
(Firm/Design) Daily How, rvIGD
55..440 9.450
Section 1;f1 WSACC Certification. Stater ent:
I, Thomas A. Bach — certify flint, to the best of my knowledge, the addition cif the
volume of wastewater to be perrnitted 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 Fisted above in Section I and Section. II for which, to the best of my knowledge, will.
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
was'.water fl
WSA CC' F Signing
Re °gsson Date: 02/03/0 4

. A N N A P O 1 S
February 15, 2013
NC Div of En.vironrnental Management
Department of Environment and Natural Resources --
610 East Center Driv°e, Suite. 301
Mooresville, North Carolina 281 15
Re:
or M
Subdivision Sewer Extension
apolis _ Cabarrus County
larrt.
12
Please Lind attached for your review and approval the original and ogre copy of the permit
application and a check for $48tf.00 for the processing fee fir the above reference project. Also
enclosed is the flow acceptance letter from the 'Water & Sewer Authc rit ref Cabarrus County
staling they will accept and treat the additional wastewater at the Rocky River Regional
Wastewater Treatment Plant.
The Water and Sewer Authority of Cabarros County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will beinstalled in accordance with these Standard
Specifications.
T
4-9 a you have any clue
singer, PE
tant City Engineer
06501-12 The Falls REVGSED Sewer Permit Letter
'r Y 0 5 K A N ,n P 0 L 1
T 704.938.1519 t° 704.938.6810
Box 1248 Kronnal:o is.

Permit Number WQ0036381
Central Files: APS SWP
02/20/13
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
72000
Facility
Facility Name Major/Minor Region
The Falls Minor Mooresville
Location Address
Owner
County
Rowan
Facility Contact Affiliation
Owner Name
City of Kannapolis
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton 11I
DR PUBLIC WORKS
1401 Bethpage Rd
Kannapolis NC 28081
Orig Issue App Received
02/20/13 02/18/13
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
02/20/13 02/20/13
Regulated Activities Re ' uested/Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin