WQ0032571_Regional Office Historical File Pre 2018

4
Nlichael F. Easley, Governor
WiHiam (3. Ross Jr., Secretary
North Carolina Department of Environment and :Natural Resources
January 10, 2008
Mr, Wilmer Melton, Dir. Of Public Works
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Coleenli, Sullins, Director
Division of Water Quality
1.1 -
Subject: Permit No, VVQ0032571
South Village Phase 1 Infrastructure
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr Melton
In accordance with your application received on December 20, 2007, we are forwarding
herewith Permit No. WQ0032571, dated January 10, 2008, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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.
Mooresville Regional Office 610 East Center Ave.„ .Suite 301 Mooresville, NC 28115
inter -net: univvitncmwaterqualityorg Customer Service: 1-877-623-6748
An Equal OpportunitylAffinnative Action Employer -50',4 Recycled/10% Posl Consumer Paper
Phone: [phone] Eav [phone]
one
No Carolina

Mr, Mellon
Page:2
January 10, 2008
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 4,278 linear feet
of 8-inch gravity sewer and the discharge of 45,360 gallons per day of collected domestic wastewater
into the City of Kannapolis existing sewerage system and the Water and Sewer Authority of Cabarrus
County existing sewer system, pursuant to the application received December 20, 2007, 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 and Sewer
Authority of Cabarrus County WVVIP (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 Dee Browder at (704)
663-1699,
Sincere y,
r Coleen H. Suilins
cc: Mooresville Regional Office, Collection System Permit File
Thomas Bach, WSACC
Todd M. Gingerich, LandDesign, Inc,
Surface Water Protection Central Files
Tom Asenzo, 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:
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
.040a
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 1pe appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
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.
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 [phone] or
[phone], 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 - (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the t 0th day of January 2008.
JOFTH CAROLINA ENVIRONMENTAL MANAGE ENT COM COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Inag en ent Commission
'r°rrrttNuru br° V+t007

Fast Track Engineering Certification
Permit No. W00032571
January 10, 2008
OwnerANQCS PE
Wilmer Melton, Dir, Of PW Todd Gingench
City of Kannapolis LandDesign, Inc
1401 Bethpage Rd 223 North Graham St,
Kannapolis, NC 28081 Charlotte, NC 28202
VWVTP/WQCS
Thomas Bach, Util. Sys. Eng.
WSACC
PO Box 428
Concord, NC 28026
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 coection
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-com hence with this ermi e ulations 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
11 Partial Elj Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (LI periodically, 11 weekly, El full time) the construction of South Village Phase 1
Infrastructure, 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,

FAV-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
la. Cty of Kannapohs
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
0 lb. Wilmer Melton Ill, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 02T ,0106(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
CC 0 Individual 0 Federal 4 Municipality State/County 0 Private Partnership El Corporation 0 Other (specify):
0 ld. 1401 Bethpage Road le. Kannapolis
LL Mailing Address City
if. NC lg. 28081
0
lh. 704-920-4200 li. 704-920-4244 1j. wmeItonecLkannapolis.nc.us
11--
< Telephone Facsimile E-mail
(..) 2, Project (Facility) Information:
...I 2a. South Village Phase 1 Infrastructure 2b, Cabarrus
Ci. Brief Project Name (permit will refer to this name) County Where Project is Located
State Zip Code
a.
< 3. Contact Person:
3a. Todd Gingerich LandDesign, Inc
0
0
z
u_
ai
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-376-7777 3c, tgingerich landdesign.com
Phone Number
1. Project is New 0 Modification (of an existing permit) If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in :(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) D Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must chooseone)
0 Retaining Ownership (i.e. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc, - skip to Item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Wate & Sewer Authori Cabarrus Coun
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b. NC0036269
Name of WWTF WWTF Permit No.
5a. City of Kannapolis 6b. 15 Gravity
Owner of Downstream Sewer 'Receiving Sewer Size LJ Force Maini Permit Number of Downstream Sewer (if known
_
6. The origin of this wastewater is (check all that apply):
O Public Utility (instruction III)
0 Homeowner Assoc./Developer (Instruction IV
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
Office
El Car Wash
D Institution
0 Hospital
0 Church
O Nursing Home
O Other (specify):
% Domestic/Commercial
'X) Industrial
°,/,, Other (specify):
7. Volume of wastewater to be allocated for this particular project: 45,360 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No,
Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/01 - Rex. 1 avns

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAJNS PAGE 4
0
8. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 02T
.0114(c) for Rem 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 must be supported with actual water or wastewater use data in accordance with 15A NCAC.
2 BDR UNITS - 84 x 240 gpd = 20,160 gpd
3 BDR UNITS - 70 x 360 gpd = 25,200 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
Gravity or Force Main
use the pull down menu)
, 4278 8 Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.81
11. 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 w/ATS; 3-
plans for cross-reference) (MGD) GPM ? TDH portable generator w/telemetry; 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 02T as applicable?
Yes D 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? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes:'n
. „
Yes ENo CD N/A
FT A CP/03 - Rev 3 (14/115

FA, -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
oes this project have gravity sewer lines designed at minimum slopes? .,
ware that the Division will not accept installed (fines more than t a /a+ fiatier than the mtnimur
d prior to submitting the final engineering certification
slta
Ines installed outsi
this toter
PAGE
hould be
02103 - Rear. 3 /0

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 6
1. 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
z
regional office (see instructions for addresses) OR indicate the following:
0
--, 0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
I- waterbody; AND,
oCE
0 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
Afton Run Afton Run Creek Cabarrus Yadkin 13-17-6-6 "C"
CC
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, Wilmer Melton, Ill, Dir Public Works, attest that this application for South Village - Phase 1 infrastructure
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,
1 a,
Signing Official Signature
(f) 2. Professional Engineer's Certification:
z
Date
I attest that this application for South Village - Phase 1 Infrastructure 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. 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 may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that 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 i
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. Todd M. Gingerich, PE
Professional Engineer Name
2b, LandDesign, Inc
A R
q
Engineering Firm
2c, 223 North Graham St
Mailing Address
2d. Charlotte
t ,:-•
Date
te
2e. NC 2f, 28202
City State Zip
29. 704-376-7777 2h. 704-376-8235 ". tgingerich@landdesign,com
Telephone Facsimile E-mail Sea, Sgnat:re8:
HA 02/03 - Rev. 3 04/05

North Carolina Research Campus
South %/Wage Phase I Infras-tructure
Castle and Croke North Carolina, LLC, Kannapolis, North Carol=na
USGS Topographic Map
1 N fl,kfte Cntrornik, 2O,0O
8a411177e F MA1,,AT%

Program ate my
Non -discharge
Permit Type
Status Project Type
In review New Project
'er i an Permit CIasera atrcrn
Gravity Sewer Extension Pump Stations, Pressure Sewer A Individual,
Extensions
Primary Reviewer
dee.browder
Permitted no
45360
Facility Nam
South Villas Phase Infrastructure
LocationAd(
Owner Marne
City of t annapolis
P rrrrtt Contact t li Lion
Major
Minor
Fac
lemur
y Conta
Region
Mooresville
County
Cabarrus
t
Owner Type
Government - Iuniaipa1
n
Owner Affiliation
Wilmer Melton, II1- DIR PUBLIC
WORKS
PO Sox 1199
fannapalis NC 201 119
chedrled
Or lsue App Received a I Uan e Public Notice I sue Effective Expira n
01/1010 12/2+ 1) 01f10/0 01/10/08
e a Ia tel Antl hies
divislon
Outfrr
body Name
ail ued/
teed Events
ddidlnr al informs eque strxd
,rid itirarn
Stream Index Number
Current Class crtabasin

ALCM C `HA ': .LOR D
OUND.'; IT
C&C North Carolina Residential LLC
226 Oak Avenue
PO BOX 28,
Kannapolis, NC 28082
TO
ERE T T C : NOLOGY MICR Gb'I INT/NCa"kit"TNT R Rc 0• "N6 a d i A' ='MA_
(Kt^CRd1�
ank"ofAme/ a'"
Delcalb County
Atlanta, Georgia
R HUNDRE©`EIGHT ? AND;NO/100 DOLLARS *,"*
N DEPT OF ENVIRONMENT
NMENT
AND NATURAL RESOURCES
64-`f 7
61
DATE CHECK NO. AMOUNT
1/ 7/0 ` 080017 `480,00*
008001,70 I:06 ,1 / 1 2 788i: '?329 80 2911'

KANNA O S
December 1 , 2007
NC Div of Environmental Management
Department of Environment and Natural Resources Division of 'aQuality
610 East Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: South Village
Phase 1 - Sewer Extension
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
05501-42-013
Please find attached for your review. and approval the original and one copy of the permit
application and a check for S480.00 for the processing fee for the above reference project, Also
enclosed is the Clow 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 Waste water
Collections Systems were approved by your office and are being maintained by the Division 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 qu
Sincerely,.
Stephen ;l. Eissinger, PE
Assistant City Engineer
05501-42-01? South Village ph 1 sewer permit letter,doc
DEC 20 2007
APO
Pick
r. y
Engineer
PC). Box 124) Kai
F K t N N 1 1' d.) F 1 5
F 704 938,08 10

ACC
ATER & SEWER AUTHORITY
OF CABARRUS COUNTY
December 12, 2007
Mr. Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance Request
South Village Phase 1 Sewer Extension
°face: .232 Davidson Hwy.
Concord, NC 28027
tali to: P.O. Box 428
Concord, NC 28026-0428
Phone:704,786.1783
Fax: 704,795,1564
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received December 6, 2007.
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 South Village
Phase 1 Sewer Extension project along Loop Road between Vance Street and F Street in downtown
Kannapolis. The wastewater generated by this project will be conveyed through the City of
Kannapolis' existing and proposed gravity system, and then enter WSACC's system at the existing
42-inch Irish Buffalo Creek Interceptor.
WSACC agrees to accept wastewater from the proposed residential development, which will
include 154 single family residential lots. This is based on the information provided by Land
Design, Inc. (Engineer for the Project) using North Carolina Department of Environment and.
Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is 45,360 gpd;
however WSACC expects the actual wastewater flow to more closely approximate 26,880 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 4.5,360 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of S368,595.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 3,434,748 gallons of flow acceptance for the City ofKannapolis from 1992 to present and
528,721 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $27„910,762 for the City of
Kannapolis since 1992 including $528,721 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)

of Kannp°lis
outh Village Phase
December 12, 2007
Page 2 of 2
Sewer Et,
that are located do nstream oaf this proposed project. It should be noted that the list and schedule of
CIP projects are tentative d are revised periodically to reflect changing conditions and needs.
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 any questions, please call me at 704-786-1783.
incerely,
Thomas A. Bach, P.E.
Utility Systems Engineer
cc; WSACC Engineering Staff
Jeff Moody, P.EI ann polis City Engineer
Wilmer MeltornKannapolis
Todd Gingrich, RE/Land Design, lie.