WQ0023979_Regional Office Historical File Pre 2018

A Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 1, 2004
Mr. Wilmer Melton, Public Works Director
City of Kannapolis
P. a Box 1199
Kannapolis, North Carolina 28082
Subject: Permit No. VVQ0023979
City of Kannapolis
Gravity Sewer Extension to Serve Gurley
Street
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Melton:
In accordance with your application received on May 19, 2004, we are forwarding herewith
Permit No. VVQ0023979, dated June 1, 2004, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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 Permiftee'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
919 N. Main Street, Mooresville, NC 28115
Internet http://h2o.enr.state.no.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Mr. Wilmer Melton
Page 2
June 1, 2004
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 325 linear feet of
8-inch gravity sewer to serve 5 single family residences as part of the Gravity Sewer Extension to Serve
Gurley Street project, and the discharge of 2,000 gallons per day of collected domestic wastewater into
the Water and Sewer Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No.
NC0036269) existing sewerage system, pursuant to the application received May 19, 2004, 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.
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 Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0036269)
Walter C. Odell, III, P.E.
Water Quality Central Files
NDPU Files

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 o the
following specified conditions and limitations:
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 shalt 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 forma i 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.
Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to NCDENR, Division of Water
Quality, 919 North Main Street, Mooresville, N.C. 28115.
7. A copy of the construction record drawings shall be maintained on file by the Perrnittee 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.
2

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 mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved forrn), 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 lst day of June, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, F(.L., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023979

Fast Track Engineering Certification
Permit NoWQ0023979
June 1, 2004
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 paint, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be dearly identified on the record drawings or in written summary form, Perm t
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
tecuired supporting documentation have been received by the DivisiorL Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Ei Partial D Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, [1 weekly, full time) the construction of the Gravity Sewer
Extension to Serve Gurley Street, 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 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
919 N. M N STREET
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,

ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la. City of Kannapolis, NC
Full Legal Name (company, mun
1b. Wilmer Melton ,
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing o
ityr, HOA, utility, etc.)
Application Number:
(to be completed by DWG)
R K5 P (R .Ta2—
AINS
The legal en
Individual
d. P. O. Box 1
Street Ad
North Carolina
State
1h. 704-920-4200
who will own this system is:
Federal X Municipality © State/County 0 Private Partnership 0 Corporation 0 Other (
1 e. Kannapolis
Telephone Facsimile
2. Project (Facility) Information.:
2a, Gravity sewer extension toserve Gurley Street
Brief Project Name (permit will refer to this name
Contact Person:
City
28081
Zip Code
2b. Cabarrus
PAGE 3
County Where Project is Located
Walter C. ©dell, III, P.E. Consulting Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-202-8993
Phone Number
1. Project is X New © Modification (of an existing permit) 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 not
duplicate project information in B(7) and B(10-11) that has already been included In the original permit.
......__. a ....w._ _,__...._.._ . _.._... _ ..___.._ _. �.,__ ......._._ _�..d �m._ w_...._.W_,_.... ,...e_.
2. Owner is X Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If scald, facilities owned by a (must choose one)
wodelliiica carolina.rr,com
0 Retaining Ownership (i.e. store, church, single office, etc.)
© Leasing units (lots, townhomes, etc. - skip to Item B(3))
© Selling units (lots, townhomes, etc. - go to Item B(2b))
ater and Sewer Authority of Cabarrs County, NC
E-mail
❑ Public utility (Instruction III)
O Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Rocky River 4b. NC0036269
Name of WWTF WWTF Permit No.
City of Kannapolis
Owner of Downstream Sewer
The origin of this wastewater i
X Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
Q School
0 Restaurant
0 Office
Receiving Sewer Size Permit Number of Downstream Sewer if known
check all that apply):
• Car Wash
• Institution
❑ Hospital
Q Church
O Nursing Home
Q Other (specify):
Volume of wastewater to be permitted in this project: 200Q gallons per day
1ttQ % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
[� Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
1 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
PTA it2/fl _, P v ?. 04/(14

ACID APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE t4 AINS PAGE 4
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 !'CAC 2H .0219(I)(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(I)(3),
5 residences @ 400 GPCD = 2000 Gallons
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6„
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
325
0.06
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 generate
portable generator wltelemetry; 4-wet w
w1ATS; 3-
I storage)
12, Does ttire 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?
X Yes 0 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
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No X N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No X N/A
Stormwater? 0 Yes 0 No X N/A
PTA (I"7/0' - Rev 7 04/04

ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CL.ASSIFICATiONS 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 feast 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 x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
Applicant°s Certification:
1, Wilmer Melton, attest that this application for Gurley Street Gravity 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, 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.
Signing Official Signature
Professional Engineer's Certification:
Date
I attest that this application for Gurley Street Gravity 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 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 143-215,68, 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. Walter C.Odell, ill, P.E.
Professional Engineer Name
2b
Engineering Firm
2c, 795 Rothmoor Place, NE
Address
2d, Concord
City
704-202-8993
Telephone
2h, 704-784-
Facsimile
2e. NC
State
2f. 28025
Zip
carolina.rr.com
Seal, Signature 8
PTA 07611 - 'I' pv '7 ruin.

hard surface. .
Secondary highway,
hard surface
:
ROAD Cass GCA1ON
Lightdut. rod, had «
improed5ur
Unimnrovesi
U S. Route
State R c @
ENOCHVILLE,Q.C.
&J q C waoJT:275
1970
!„ *R5:SW -SERIESG4

05128/04
Perrriit Number VVQ0023979
Per Trackingcking Slip
Program Category St us
Non -discharge 1n revil
Permit Type ^=asi
Gravity Sewer Extension, Pump Stations, Pressure Sewer
Extensions
Primary Reviews.
son a,wlIlisms
Permitted Flow
2000
Fac
Facility Name
Gravity Sewer Extension t
Location Address
Owner
Owner Name
City of Kannapolis
Dates/Even
Ong Issue
Regulated A
on
Version
Gurley Street
Project Type
New Project
Permit Classification
Individual
Permit Contact Affilration
Maior/Minr Region
Minor Mooresville
County
Parrs
Facility Contact Affitiatin
Owner Type
Government - Municipal
l
Owner Affiliation
Melvin
PO Box 1199
Kannapolis
Rape, PE
NC 28099
Scheduled
App Received Pratt inl sated issuance Public Nance ue Effective
05i191041
Subdivision
Wastewater cclBectiir
utfail
NULL
terbody Nome
Stream index Number
RequestediReceived Events
Andotonal inbrrmalscan'requested
Additional information received
Current Class
Expirel
Subbasln
n

35910
5/10/2004
$ **400,00
HABITAT FOR HUMANITY
CABARRUS COUNTY, INC.
POE BOX 1502
CONCORD, NC 28026-1502
[phone]
PAY TO THE NCDENR
ORDER OF
Fow.flundywamimilow,40************40...*.********..,***404m..******44.4...**********...**********.******,.........,....**
CENTRAL CAROUNA BANK
AND TRUST
CONCORD, NC 28025
56-461531
NCDENR
w62 9 '7
MEMO_ _ 7
00359L00 1:053/00451: 28 LL3k844e

K., NNAP O _ S
May 1.8, 2004
04501-22
NC Div of Environmental Manra,ement
Department of Environment an.d Natural Resources — Division of `vat.e
919 N Main Street
Mooresville, North Carolinll l
Re: Gurley Street Sewer Extension
City of Kannapolis - Cabarrus County
Dear Sir or Mada
Please find attached for your review and approval the original and one copy of the permit
application, a check for $400.00 for the processing fee, and a letter from the Water & Sewer
Authority of Cabarrus County stating they will accept and treat the additional wastewater at
the Rocky River Regional Wastewater Treatment Plant. The City of Kannapolis Standard
Specifications for Wastewater Collections Systemswere approved by your office on August 11,
1993 and are being maintained by the Division of Environmental Management. New Water
8z. Sewer Authority of Cabarrus County Standard Specifications were submitted January 2001,
for review and approval. This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-93519 i.f you. have any questions.
Sincerely,
Stephen J. Bissinger, PE
Assistant City Engineer
04501.-22 gurley st Sewer Perrn
tea.,...
AND r,.
MAY
4
K N N t tp :a 1,. I y
Ln i e;rnttg Departnirtit 0 704..93$.1519 1 704,938.6810
P.O. 13c,x 1248 Kannapolis. NC 28082 1 248 120 S. Main St, Kwaiaiaapolls, NC 22.8081

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY'
May '14, 2004
Mr, Jeff Moody, P.E.
Kannapolis City Engineer
c/o Alley, Williams, Carmen & King
P.O. Box 1248
'Kannapolis, NC 28082
Subject: Flow Acceptance
Gurley Street Extension
Dear Mr, Moody:
This is in response to the City's request for flow acceptance received 5/13/04. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River 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 Gurley Street Extension, which will consist of 5 residential lots.
This is based on the information provided by Walter C. Odell, III, P.E. (Engineer for the Project)
using North Carolina Department of Environment and Natural Resources (NCDENR) wastewater
flow guidelines. The projected flow is 2,000 gpd; however WSACC expects the actual wastewater
flow to more closely approximate 1,390 gpd based upon Master Plan engineering data.
(Mice: 232 Davi( ison Hwv,
Contord, NC 28027
Ro. Box 42B
C...)ncord, NC 28026-042B
Bhooe:. J4 '6 17B3
Fax: 704.,T95,1564
MAY 1 9 2004
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 2,000 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $16,252.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,065,429 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
125,091 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of 816,783,676 for the City of
Kannapolis since 1992 including S1,016,489 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject to
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
Rocky River Wastewater Treatment Plant phase II upgrade. Scheduled completion date: 2004.

y f K nri oii
y Street Extension
14, 2004
Page 2 of
Please note that i
approv the approval.
notify WSACC in wr
ensirucnon ofthis project is not started within one
rescinded and a second request and approval will
eons t action of this project is niti t d.
If you have a y quest
ns, please call rr e at -I:
ohn C. Murdock, ff
Executive Director
cc: SACC Engineering Sta
Michel Mali n , PE ity manager
l er MeltoriiKanriap lis
Walter C. Odell, !,PF
of the date of this
e required. Please