WQ0023087_Regional Office Historical File Pre 2018

Michael F, Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PE, Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 22, 2003
Mr, Wilmer Melton, III, Public Works Director
City of Kannapolis
1401 Bethage Road
Kannapolis, North Carolina 28081
Subject: Permit No, WQ0023087
City of Kannapolis
Alabama Street Extension
Wastewater Collection System Extension
Cabarrus County
Dear Mr. Melton:
In accordance with your application received on September 15, 2003, we are forwarding
herewith Permit No. WQ0023087, dated September 22, 2003, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 Permiftee. Also note Permit Condition 12
regarding unknown development to the subject wastewater collection system,
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,
Mooresville Regional Office
919 N, Main Street, Mooresville, NC 28115
Internet http://h2o,enr,state,nc,usi
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Mr, Wilmer Melton, Ill
Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regu(ations, permission is hereby
granted to the City of Kannapolis for the construction and operation of approximately 326 linear feet of
8-inch gravity sewer to serve 7 residential lots as part of the Alabama Street Extension project, and the
discharge of 2,800 gallons per day of collected domestic wastewater into the Water and Sewer
Authority of Cabarrus County's (VVSACC) Rocky River WVVTP (NPDES No, NC0036269) existing
sewerage system, pursuant to the application received September 15, 2003 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, conforrning 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',
lbr Alan '‘Ic Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (W'VVIF Permit No. NC0036269)
William Dreitzler, Marlowe, Dreitzler & Associates
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 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
Perrnittee 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 prior to January 1, 2004 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 Beast 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.

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 approved5 .
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. 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 the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617,
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 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 Perrnit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

!IF
11. Noncompliance Notification:
The Permittee shall report by telephone to 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,
12. The types of homes are unknown at the time of flow issuance. No flow in excess of the quantity
permitted herein, 2,800 gallons per day, shall be made tributary to the subject sanitary sewer
system until application for permit modification for an increase in flow has been submitted to and
approved by the Division of Environmental Management.
Persons reporting such occurrences by telephone shall also file a written report in fetter 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.
Permit issued this the 22n° day of September, 2003..
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Kl" ek, P,E, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023087

Pr . Fast Track Engineering Certification
Permit No, WQ0023087
September 22, 2003
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 an the record drawings or in wntten summary form. Permit
modifications are required for any changes resulting in non-com fithihIrrnit. reuIations
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
Li Partial EJ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, El weekly, E full time) the construction of the Alabama Street
Extension, Cabarrus County project for the Perrnittee 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 Engineers
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1. Owner:
la, City of Kannapolis
Full Legal Name (company, municipality, - HOA, utility, etc)
Z lb. Wilmer Melton,111— Public Works Director
O Signing Official Name and Title (Please review 5A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
0 Individual 0 Federal X Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
CC ld. 1401 Bethpage Road
O Street Address
Z if. N.C.
z State
2 — 1 h. 704-920-4200 1 i. 704-920-4244
Telephone Facsimile
C) 2. Project (Facility) Information:
0. 2a, Alabama Street Extension
Brief Project Name (permit will refer
O 3. Contact Person:
le, Kannapolis
City
lg, 28081
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
(to be completed by DWQ) \A„, 60() 230F7
Zip Code
1j. wmelton Lkannapolis,nc.us
E-mail
2b. Cabarrus
is name) County Where Project is Located
3a. William W. Dreitzler, P.E. Marlowe, Dreitzler & Associates
Narne and Affiliation of Someone Who Can Answer Questions About this Application
3b, 919-834-1113 3c. bdreitzler@mindsp
ing.com
Phone Number E-mail
1, Project is X New 0 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.
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 sold, facilities owned by a (must choose ono)
0 Retaining Ownership (i.e. store, church, single office, etc,) or 0 Public Utility (Instruction III)
Z 0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (instruction IV)
O 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
z
3. Water and Sewer Authority of Cabarrus County (WSACC)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Wastewater Treatment Plant
4b. NC0036269
Name of WWTF WWTF Permit No,
5a. City of Kannapolis 5b. 12-inch 5c. unknown
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known
6. The origin of this wastewater is (check all that apply):
X Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
O Car Wash
0 Institution
0 Hospital
0 Church
0 Nursing Home
O Other (specify): .
_19_1 % Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be permitted in this project: --etfler. gallons per day 2.130C
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No. „
0 Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev, I. 06/03

CATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
Provide19(1) for Item e a or theldesign flow forsed in determining the permitted flow in accordancewith
A_ NCAC 2H
line or pump station sizing if zero flow in the space below. Values other
the wastewater flow calculations u
'than
that in 15A NCAC 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).
7 residential lots X 400 gpd/lot - 2,800 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-inches
Length (feet)
326 LF
ENTER TOTAL LINE LENGTH IN MILES; 11062
Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Not Applicable
............................ .
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator % WATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
Gravity or Force Main
(use the pull down menu)
Gravity
12. 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?
X 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
13. Have the following permits/certifications been submitted for approval'?
Wetland/Stream Crossings - General Permit or 401 Certification? EJ Yes El No X N/A
Sedimentation and Erosion Control Plan? E Yes © No X N/A
Li Yes El No X N/A
Stormwater7
TH YOUR APPLICATION
FTA 02/03 - Rev. 1 06/03

CK ICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
z
Use the Division's guidance document entitled, "DETERMINING 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) SIB 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
waterbodyl 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
map for cross-reference)
Site
l a.
Name of
Waterbody
Trib to Cold Water
Creek
ubmit the
Applicant's Certification:
County
Cabarrus
River Basin
Yadkin
Waterbody Stream Waterbody
Index Classification
13-17-9-4-(1.5) C
S" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Wilmer Melton, ill, attest that this application for Alabama Street Extension has been reviewed by me and is
accurate and complete to the best of my knowledge, 1 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
$25,0t © per violation.
Signing Official Signatur
2. Professional Engineer's Certification:
Date
l attest that this application for Alabama Street 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, l 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 1
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, 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,
2a. William W, Dreitzler, P.E.
Professional Engineer Name
2b, Marlowe, Dreitzler & Associates
Engineering Firm
2c. 211 East Six Forks Road, Suite 203
Address
2d, Raleigh
City
2g, 919-834-1113 2h. 919-834-6060
Telephone Facsimile
2e. N.C. 2
State Zip
2i, [e-mail]
E-mail
Seal.Signature Date
FTA 02/03 - Rev. 1 0f /03

14
7
4
orth Concord
17.(1,1,"e
64

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
September 9, 2003
Mr. JeffMoody, P.E.
Kannapolis City Engineer
clo Alley, Williams, Carmen & King
P.O. Box 1248
Kannapolis, NC 28082
Subject: Flow Acceptance
Alabama Street Sewer Extension
)iitt '4r12 UilVidSOn 11'Ny
oncoet, NC )8027
tjn: Ph): Be 428
, Cuncord, 2ti0;26-042,P,,
Phone: P0.4„:7p,i,,,, 7„ei
70,4,77feCi 56,4
Dear Mr, Moody:
This is in response to the City's request for flow acceptance received 914/03. '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 domestic wastewater from the proposed City of Kannapolis
Alabama Street Sewer Extension, WSACC agrees to accept wastewater from seven (7) new
residential lots based on the information provided by Alley, Williams, Carmen & King (Engineer
for the Project) using North Carolina 'Department of Environment and Natural Resources
(NCDENR) .wastewater flow guidelines. The projected flow: is 2,800 gpd; however WSACC
expects the actual wastewater flow to more closely approximate 1,950 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 accomrnodate 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 2,800 gpd and cost of 88.1.26/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of S22,752.
For your .information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,892,6.98 gallons of flow acceptance for the City: of Kannapolis from 1992 to present and
41,865 gallons of flow acceptance year-to-date including this request,. Based upon the approved
flow acceptances WSACC has committed capacity, valued in excess of $15,380„063 for the City of
Kannapolis since 1992 including S41,865 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:

City of Kannapc1is
Alabama Street SeWL Extettsion
September 9, 20
Page 2-apt" 2
Cold Water Creek Parallel Jut r eptor Pse 11 ill be construe. d, Schedul d completion
date: 2t
Please note that if construction of this project is not started tvithin one year of the date of this
approval, the approval is rescinded and a second request and approval will he required. Please
notify WSACC its writing when construction of this project is initiated.
you ha °c any questions, please call rrnc. at 16 17w
Sincee
hn ( Murdock, 111
Executive Director
cc: WSAC`( pn ineerin , Staff
Michael l rt aney, P. / annapolis City Manager
orrlKannapal is

KANNPOI S
September 12, 2003
NC Dept of Environment & Natural Resources
Div of Water Quality
919 N, Main Street
Mooresville, NC 28115
Re: City of Kannapolis — Cabarrus County
Alabama Street Sewer Extension
Dear Sir or Madam:
prtN (par ,olfft„. pRA,."
f '
um, rigV4
144 140, 1,0f,
S E 15 1 5 2003
t,,C DEPT.. Of
NAT:up
035,01-35
Please find attached for review and approval the original and one copy of the permit application,
the flow acceptance letter, and the processing fee of $400.00 for the above referenced project,
The City of Kannapolis Standard Specifications for Wastewater Collections Systems were
approved by your office on August 11, 1993 and are being maintained by the Division of
Environmental Management, New Water & Sewer Authority of Cabarrus County Standard
Specifications were submitted December 1995, for review and approval. This project will be
installed in accordance with the Water & Sewer Authority of Cabarrus County Standard
Specifications.
This project consists of the installation of approximately 380 LF of 8" Gravity Flow Sewer Pipe
along Alabama Street the City of Kannapolis, The system will be operated and maintained by
the City of Kannapolis. Please call me at 704-938-1519 if you have any questions.
Sincerely,
Stephen J, Bissinger, PE
Assistant City Engineer
03501 alabama st sewer permit letter doc
C I 0 K. A N N A
Eitineering Department Th704,938,1319 F 704,938,68.1(6
P.O. Box 1218 Kanmipolis. NC 28082-1248 J20 S. Main St. Kannapolis, NC 28081

Pe it Number Q0023087 Permit Tracking Slip
Program Category
Non -discharge
Pertrilt TVs)*
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williarns
Permitted Flow
2800
Facility
Facility Name
Alabama Street Extension
Location Address
Owner
ner Name
City of Kannapolis
Dates/Events
Ong Issue Aim Received
09115/03
Regulated Activities
SubefivIsion
°tiffs!! NULL
Status Protect Type
In review New Project
09/22/03
Version Permit Classification
Individual
Permit Contact Affiliation
MaiorIMInor
MMor
Region
Mooresville
County
Cabarrus
Facility Contact Affiliation
Draft
Scheduled
initiated Issuance
Owner Type
Government - Municipal
Owner Affiliation
Melvin Rape
Post Office Box 1199
Kannapolis
NC 28082
Public Notice Issue
27-iie 3
Requested/Received Events
Additional information requested
Additional information received
Effective
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

LIS TER DEVELOPMENT LL
tt 704-7 -7951
�7i P4ASII AVENUE
e0 1 , NC 28025