WQ0030832_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, P,E, Director
Division of Water Quality
September 25, 2006
Mr. Wilmer Melton, III
Director of Public Works
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No. WQ0030832
Wellington Chase Subdivision Project
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Melton,
In accordance with your application received on September 22, 2006, we are forwarding
herewith Permit No. WQ0030832 dated September 25, 2006, to the City of Kannapolis for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein,. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215,6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
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 1,342 linear feet
of 18-inch gravity sewer, 10,988 linear feet of 8-inch gravity sewer, and the discharge of 30,960 gallons
Mooresville Regional Office 610 East Center Ave., Suite Sill 14lciorerviIle,
Internet www,ncmwaterquality,org Customer Service. l •877-6'23.6748
An Equal OpporlunitylAtrrmative Action Employer . 5©©h Recycled/10% Post Consumer Paper
(704) 663-'1699 Fax: [phone]
NrrrthCarolina
�r aurally

Mr, Melton
Page 2
September 25, 2006
per day of collected domestic wastewater into the Water & Sewer Authority of Cabarrus County existing
sewerage system, pursuant to the application received September 22, 2006, 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.
The sewage and wastewater collected by this system shall be treated in the Water & Sewer
Authority of Cabarrus County WWTP (Rocky River NPDES No. NC0036269) prior to being discharged
into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Marcia Allocco at (704)
663- 699.
Sincerely,
s219. /1?-ce-6.2
for Alan W. Kli
k,
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No, NC0036269)
Andrew Litten, R. Joe Harris & Associates, LLC
Surface Water Protection Central Files
Mina Leach, 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 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein,
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time,
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirem:ents 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.
2

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) 733-330O. 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 form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 25th day of September, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W, Klime. E., Director
Division of Water Quality
By Authority of the Environmental
Permit Number WQ0030832
anagement Commission

Fast Track Engineering Certification
Permit No, WQ0030832
September 25, 2006
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore; it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Ej Partial D Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, Ei weekly, Ej full time) the construction of the Wellington Chase Subdivision, a
Cabarrus County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
seal, signature, and date;
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Central Files: APS SWP
Permit Number 1i'dP'Q003O832 Permit Tracking Slip
41
Program Category Status Project Type
Non -discharge In review New Project
Permit Type r"' ' ` 1 i. Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer
marcia.allocco
Permitted Flow
30960
Fa;ility
Facility Name
Wellington Chase Subdivision
Location Address
Owner
Permit Contact Affiliation
09/25/06
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Narne Owner Type
City of Kannapolis Government - Municipal
Dates/Eyents
Orig Issue
App Received
09/22/06
Regulated Activities
Draft Initiated
Scheduled'
Issuance
Owner Affiliation
Melvin Rape, PE
P© Box 1199
Kannapolis
NC 280811199
Public Notice Issue Effective Expiration
I;ested/Received vents
Subdivision Additional information requested
Wastewater collection Additional information received
Gtttfall NULL
Waterbody Name
Stream Index Number
Current Class Subbasin

OE HARRIS & ASSOCIATES `iI 9
98 W. HIGHWAY 160, SUITE 130
��-FORT MILL, SC 29708
R. JOE HARRIS & ASSOCIATES
NCDENR
CASH IN BANS{ - WACH
8/98/2006
*400.00
5052
400.00
4.00.00

APPLICATION for CRAVTY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1 Owner
la City of Kannpolis
Full Legal Name (company, municipality, HOA, utility, etc)
z lb, WilmerMelton, IU - Director of Public Works
O Signing Official Name and Title (Please review 15A NCAC 2H ,0206(b) for authorized signing officials!)
1.-- lc, The legal entity who will own this system is:
0 Individual 0 Federal Municipality El State/County 0 Private Partnership El Corporation El Other (specify):
re ld. 1401 Bethpage Rd.
O Mailing Address
• if NC
State
• lh, 704-920-4200 li, 704-920-4244 1j. wmelton ',kannapolis.nc.0
Telephone Facsimile E-mail
(.,) 2. Project (Facility) Information.
CL ▪ 2a. Wellington Chase
1 e Kannapolis
City
1 g. 28081
Zip Code
2b. Cabarrus
CL Brief Project Name (permit willwdl refer to this name) County Where Project is Located
4:( 3. Contact Person
3a. Wilmer Melton, 111 - Director of Public Works
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-920-4200
Phone Number
3c. wmelton@ci,kannapolis;ncus
E-mail
1 Project is 0 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 8(7) and B(10-11) that has already been included in the original permit.
2. Owner is IZ 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 one)
0 Retaining Ownership (i.e. store, church, single office, etc.) or ID Public Utility (Instruction III)
El Leasing units (lots, townhomes, etc, - skip to Item B(3)) El Homeowner Assoc /Developer (Instruction IV)
El Selling units (lots, townhomes, etc - go to Item B(2b))
ICC
re
0
LL
z
re
a.
3. Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
4a, Rocky Fiver Regional Wastewater Treatment Plant 4b, NC0036269
Name of WWTF WINTF Permit No.
5a. Wil!tfie s _ 5b. 24" Gravity 5c N4C6/_20, 2Z55
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check ail that apply).
Residential Subdivision El Car Wash
0 Apartments/Condominiums LI Institution
0 Mobile Home Park El Hospital
El School 0 Church
El Restaurant 0 Nursing Home
0 Office El Other (specify):
7, Volume of wastewater to be allocated for this particular project: 30,960 gallons day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
D Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
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):
ETA 02/03 - Rev. 3 0405

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
360 gal per day per unit
ADF=360 gpd x 86 units = 30,960 gpd
10. Summary of Sewer Lines to be Permthed (attach additional sheets if necessary)
Size (inches)
18
8
0 ENTER TOTAL LINE LENGTH IN MILES
0
NFORMATION
cri
Length (feet)
1342
10988
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
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)
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?
[Z1 Yes El 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 0 No 0 N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? Yes 0 No 0 N/A
14, Does this project involve aerial lines or siphons? 0
These lines will be considered high priority and must be checked once every six months
ETA 02/03 - Rev, 3 04/05

K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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:
0 [I] 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
C. STREAM
z
0
ci
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
1-k; /8 or
AZ ec.- KY ft.( #1., (1;ietilYt).S Y,41)4/il /3 - /7
Index Classification
Submit the 8,5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Applicants Certification:
I, Wilmer Melton, Ill, Dir Public Works, attest that this application for Wellington Chase
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 am 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 143-215,6B, 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,
1 a
Signing Official Signature
2. Professional Engineer's Certification:
-66
Date
I attest that this application for Wellington Chase has been reviewed by rne 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, 1 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 rnay 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 143-215,68, 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 Andrew K Linen, PE
Professional Engineer Name
2b. R. Joe Harris & Associates, L.LC
Engineering Firm
2c, 1698 W. H? 160 Suite 130
Mailing Address
2d. Fort Mill 2e, SC 2f. 29708
City State Zip
2g. 803-802-1799 2h. 803-802-0886 2i. alitten@_comporium.n
Telephone Facsimile E-mail
SEAL
032013
Seal, Signature & Date
FTA 02/03 Rev% 3 04/05.

Co nc

"SACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Mr, Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-1199
aX ; (Lig Onnbil
September 20, 2006
Subject: Flow Acceptance
Wellington Chase Sewer Extension
Dear Mr. Legg:
ep 2U 213lib 15:16 P. 02
Offl'Ce"
LlUnCOrd, .61c12.7
M ro" tiox 428
Concord, NC 28026-042b
Olone: 704 78i, 1783
704.7c1.5.1504
This is in response to the City's request for flow acceptance received 8/23/06, 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 thc proposed project. WSACC agrees to
accept wastewater from the proposed Wellington Chase Subdivision Sewer Extension, which will
include 86 single family residential lots in the initial phase of the development. This is based on the
infomiation provided by R. Joe Harris & Associates, LLC (Engineer for the Project) using North
Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 30,960 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 21,500 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 30,960 gpd and cost of S8.1264pd to provide treatment and transportation58
capacity, this flow acceptance represents an estimated capital expenditure in excess of S25i,o,
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,758,244 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
334,774 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $ 1,413,490 for the City of
Kannapolis since 1992 including S2,720,373 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject
to approval by WSACC's Board of Directors, support from loe:ki governing bodies, rcsruae.tory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:

CC Fax :[phone] Sep 20 2006 15 :13 P. 03
City of Kannapolis
Wellington Chase Sewer Extension
September 20, 2006
Page 2 of 2
• Kings Grant Rocky River Parallel Interceptor, Scheduled completion date: 2010
Please note that if constniction of this project is not started within two (2) yeof 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 any questions, please call me at 704-786-1783..
Sincerely,
Thomas A. Bach, PI.
Utility Systems Engineer
cc: WSACC Engineering Staff
Jeff Moody, REIKannapolis City Engineer
Wilmer MeltoniKannapolis
Andrew Linen, P.E,1R, Joe Harris & Associates, LLC

September 2l, 2006
NC Div of Environmental Management
Department of Environment and Natural Resources -- Division of Water Quality
61.0 East Center Drive, Suite 301
Mooresville, North Carolina 2811E
Re: Wellington Chase Sewer Extension
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
04501-36
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 of Cabarrus 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 and are being maintained by the Divisicm of
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-938-1519 if you have any questions.
Sincerely,
Stephen J. Bissinger, PE
Assistant City Engineer
Aid:
04501-36 Wellington sewer permit letter.doc
SEP 2 2 2OO&
Y dl F K ANN A P 0 L 1 S
Engineering Department. T 704 938.1519 F 704.938..6810
P.c). Box 1248 Kannapolis. NC 28082-12.48 120 S. Main St, Kannapolis, NC 28081