WQ0028897_Regional Office Historical File Pre 2018

Michael F, Easley, Ciovernor
William CI Ross Jr., Secretary
North Carolina. Department of Environment and Natural Resources
Alan W", Director.
Division of Water Quality
June 1, 2005
Mr Wilmer rVielton, Public Works Director
City of Kannapolis
Post Office Box 1199
Kannapolis, North Carolina 28081
Subject: Permit No, WQ0028897
City of Kannapolis
F&M Bank
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton:
In accordance with your application received on May 19, 2005, we are forwarding herewith
Permit No. WQ0028897 dated June 1, 2005, to the City of Kannapolis for the construction and
operation of the subject wastewater collection system ex(ension. 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2H 0227 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 2H .0200; 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,
One.
NorthCarolina
,Mooresvil le Regional 0.. ce 610 East Center Ave„, Suite 301 Mooresville, INC 28.1.15 Phcine. (704) 663-.16.99 Fax (704 63.-,6040
Internet h2o,enrstate,nc,us Customer Service 1-8'77-623-6748
An Equal Opportunity/AI-fin-olive Action Employer —50% Recycled:10% Post Consumer Paper

Mr. Wilmer Melton
Page 2
June 1, 2005
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 114.04 linear feet
of 8-inch gravity sewer to serve 26 employees as part of the F&M Bank project, and the discharge of
650 gallons per day of collected domestic wastewater into the City of Kannapolisexisting sewerage
system, pursuant to the application received May 19, 2005, and in conformity with 15A NCAC 2H
.0200; 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 Water and Sewer
Authority of Cabarrus County (WSACC) Rocky River WVVTP (NPDES No, NC0036269) prior to being
discharged into the receiving stream,
This permit shall become voidable unless the agreement between the City of Kannapolis and
WSACC for collection and final treatment of wastewater is in full force and effect,
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 Sonja Basinger at
[phone].
Sincerely,
,for Alan VV, Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection (WWTF Permit No. NC0036269)
Jill Brim, Concord Engineering & Surveying, Inc,
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200: 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 2H ,0227, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 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,
Per 15A NCAC 2H .0220, 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.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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 moil 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 (800) -0 or
(19) 733-3300. Persons reporting any of the above occurrences shall file a spill report hy
completing Part i of Form S S (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 11 of Form - (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 1 day of June, 2005.
NORTH CAROLINA ENVIRONMENTALMANAGEMENT COM ISSION
`ar Alan VV. Klimek, P,E., director
Division of Water Quality
By Authority of the Environment l Management Coc mis for
Perini Number WQ0028897

Fast Track Engineering Certification
Permit No WQ0028897
June 1, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile v ews 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 ail
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 El Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ([1] periodically. [I] weekly:. LJfull time) the construction of the F&M Bank, 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: 15.A NCAC 2H .0200: 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 Perrnittee to appropriate
enforcement actions.

CentraI Files P SWP
0El01 /0
Permit Number 00
Program Category
Non -discharge
Permit Type.
Gravity Sewer Ext
Extensions
Primary Reviewer
sonja,basinger'
Permitted Flow
650
Facility
Facility Narrte
F&M Bank
Location Address
Owner
Fast
nsion,
rat or
Pump Star
ons, Pressure Sewer
Owner Name
City of Kannapolis
Date
Permit Tracking lip
Status
in review
Version
Per rnt Contact Aff
Project Type
New Project
Permit Classification
Individual
atien
Major/ /nor
Minor
Region
Mooresville
County
Cabarrus
Facility Conte ct Affiliation
Scheduled
Orig Issue App Received Draft Initialed issuance
05019/05
Regulated Aptly
Commercial ercial r industrial. rather
U�Pastewater collection
iutran
Owner Type
Government - Municipal
Owner Affiliation
Melvin Rape PE
PO Box 1199
Innpolis NC
Publi Notice
Issue
OS -
Retinas ed/Received Events
Additir nal information requested
Add tidnai information received
Effective
`aterbady Marne
stream Index Nu
be
2808
199
Expired
Current Class subbasin

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIE
Owner:
City of Kannapolis
D
Full Legal Name (company, municipality, HOA, utility, etc.)
z 1b. Wilmer Melton, Director of Public Works, City of Kannapolis
Application Number:
(to be completed by DWQ) L21LL' '.
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authoriz
The legal entity who will own this system is:
❑ Individual ❑ Federal Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Othe
PAGE 3
1 d. 1401 Bethpage Road
0
LL
Z 1f. NC
0
z
State
Street Address
1 h. 704-920-4200
Telephone
2. Project (Facility) Info
2a. F&M Bank
ation:
Facsimile
Brief Project Name (permit
Contact Person:
Jill M. Brim
ill refer to thins name)
Name and Affiliation of
3b. 704-786-5404
0
eone
1 e. Kannapolis
City
signing officials!)
1 g. 28081
Zip Code
1j. wmeltontci.kannapolis.nc.us
E-mail
2b. Cabarrus
County Where Project is Lo
no Can Answer Questions About this Application
Phone Number
Project is E New ❑ Modification (of an existing permit)
specify):
3c, [e-mail]
E-mail
If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.), Only include the modified information in this permit application - do net
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item 8(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i,e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
Water & Sewer Authority of Cabarrus Count _(WSACC)
Owner of Wastewater Treatment Facility (WWTF) Treating
4a, Rocky River Wastewater Treatment Plant
Name of WWTF
City of C.enct1Cf
Owner of Downstream Sew
The origin of this wastewater is (check al
0 Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
Office
Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
astewater From This Project
alb, NCO03Ff29'
WWTF Permit No.
Not Known m.
Receiving Sewer Size
Ej Car Washes
El Institution
0 Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
Permit Number of Downstream Sewer (if known
Volume of wastewater to be permitted in this project: 650 gallons per day
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent pe
El Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
100 °/© Domestic/Commercial
% Industrial
% Other (specify):
that connect to this line
FTA 02/03 - Rev. 2 04/04

T-TRACK .APPLIC ATION for GRAVITY SEVERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
F&M Bank - 25 gaVempioyee - 26 employess * 25 galemployee = 650 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8'
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
114.04
0
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Flo
plans for cross-reference) (MGD)
Operational Point
GPM @ TDH
Gravity or Force Main
(use the pull down menu)
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
12a 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 2H .0200 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Yes ❑ No ❑ N/A
❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan?
Stormwater?
FTA 02/03 - Rev. 2 04/04 . .

ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
0
1, Use the Division's guidance document entitled, DETERMMNG STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Submit the 8.5" x 11 COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1 a.
Signing Official Signature
2. Professional Engineer's Certification:
1, Wilmer Melton, attest that this application for F&M Bank has been reviewed by me and
is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215,68, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25 000 per violation.
Date
I attest that this application for F&M Bank 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 certain portions of this submittal package
may have been developed by other professionals, 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 143-215.65, 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. Jill M. Brim
Professional Engineer Name
2b, Concord Engineering & Surveying, Inc.
Engineering Firm
2c. PO Box 268
Address
2d, Concord
City
2e, NC 2f, 28026-0268
State Zip
2g. 704-786-5404 2h. 704-786-7454 2i. Jillbrim c ncorden ineerin .com
Telephone Facsimile E-mail
Seal, Signature & Date
17A 02/03 - Rev, 2 04/04

0.6
0.9
1.2
1.5 km
2 0.4 0.6
0.8
Map center is UTM 17 536201E 3923503N (WGS84/NAD83)
Concord quadrangle
Projection is UTM Zone 17 NAD83 Datum
op
7&n=3923503.00009 4 e=536201&s=50&size=l&laver-[ i ,.. 31 r' 004

KANNAPOL IS
May 17, 2005
NC Div of Environm.ental 'Management
Department of Environment and Natural Resources -- Division of Wate.
610 East Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: F&M Bank Sewer Extension
City of Kzumapolis - Cabarrus County
Dear Sir or 'Madam:
ua.lit
0350 1-88
Please find attached for your review and approval the original and one copy of the permit
application and a check for $400..00 for the processing fee for the above reference project. Also
enclosed is the flow acceptance letter from the Water & Sewer Authority ofCabarrus 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
Collections Systems were approved by your office on August 1.1, 1993 and are being maintained
by the Division of Environmental Management, New Water & Sewer Authority ofCabarrus
County Standard Specifications were submitted January 2001, for review and approval. This
project will be installed in accordance with these Standard Specifications.
Please call me at 704-938-1519 if you have any questions.
Sincerely,
DEPT Or ENVIRONMENt,
14„.P.E., Et
Stephen J. iss1nger, PE
Assistant City Engineer
pm 9 20T1
03501-88 FM bank sewer permit letter.doc
CIT Y 0 F K A N N A P 0 L
Engineering Department T '704'938.1519 E 704.938,6810
P.O. Box 1248 Kannapolis. NC 28082-1-248 120 S. Main St. Kannapais, NC 28081

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
May 12, 2005
Mr. Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
F&M Bank
OfficeT 132 Davidson Hwy,
Concord, NC 28027
P,O. Box 428
Concord, NC 28026,0428
Phone: [phone],3
Fax: .704,..795:1 564
Dear Mr, Le,:
This is in response to the City's request for flow acceptance received 4/26/05. 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 project. WSACC agrees to
accept wastewater for the proposed commercial connection. This is based on the information
provided by Concord Engineering & Surveying, Inc. (Engineer for the Project) using North Carolina
Department of Environment and Natural Resources (NCDENR) wastewater flow guidelines. The
projected flow is 650 gpd; however WSACC expects the actual wastewater flow to more closely
approximate 553 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 650 gpd and cost of $8.126/g,pd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $5,281.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,221,809 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
43,010 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $18,054,419 for the City of
Kannapolis since 1992 including 5349,499 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) 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.

City of Kannapolis
F&M Bank
May 12, 200
Page 2 of
Please note that if construction of this project is not started Within two (2 years of the date
of this approval, the approval is rescinded and a second request and approval will be required.
Please notify WSACC, in writing, when construction of this project is initiated.
If you have y questions, please call e at '70 -'7 - l .
Sincer
Davis, RE.
Engineering Director
cc: WSACC nginee ° Staff
Jeff Moody, P.E./Kannapolis City Enginez
Wilmer MeltoniKannapolis
Jill Brim, E