WQ0031399_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
G, Ross Jr., Secretary
North Carolina Deparinientu Lovirooment. and. Nawral Resourccs
Alan %V, P F. Director
OPcis.16-1.1 eh Water Qualiiy
March 5, 2007
Mr, Wilmer Melton, Dir, Of Public Works
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No, WQ0031399
The Falls Subdivision
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton,
In accordance with your application received on January 29, 2007, we are forwarding herewith
Permit No. WQ0031399, dated March 5, 2007, 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 Perrnittee.
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 Cenwr Avec, Suite .301. MooresvilleNC 28115
Internet wwwncrewatereeaMy..ory Customer Service, 1-877-623-6748
An Equal OpporlundylAffirmative,Acton Employer— 50% Recyclecir10% Post Consumer Paper
Phone: (704) )1_ (')1 Fax, (704'i 6:63-6040
No(thCatoli1141
Alatund

Mr. Melton
Page 2
March 5, 2007
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 9,182 linear feet
of 8-inch gravity sewer and the discharge of 57,960 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 January 29, 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 VVVV-IP (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.
Sincerely,
/ Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Collection system Permit File
Steve Whaley, WK Dickson & Co., 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:
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 (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 namechange 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.
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,
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 26 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 inforrnation 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 t telephone number (0) 858-C or
(919) 7 - 300 Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Fora - (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 ll' of Form 4 (or the most,
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 29th day of March, 2007.
NORTH AR L.IN ENVIRONMENTALMANAGEMENT CO ISSION
/ ), Alan W Klimek, P.E.. Dire
Division of Water Quality
By Authority of the Enrrironmen al anagem ntCon rrris ion
Permit Number'?0031399

Fast Track Engineering Certification
Permit No. WQ0031399
March 5, 2007
Wilmer Melton, Dir. Of PW
1401 Bethpage Rd,
Kannapolis, NC 28081
Complete and submit this form to the permit issuingissung regonaI 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, Fern'
modifications are required for any, changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project sheet rma be Considered complete nor allowed to operate until this Engineers Certification and a
tritesured supportntit, hoc unrentation have been received by the Diiveittin. 'Therefore, it is highly bee ornithentied
that this certification be sent in a manner that provides proof of receipt by the Division,.
ENGINEER'S CERTIFICATION
r Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (Li periodically, Lill weekly, full time) the construction of The Falls Subdivision, 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 (Divis(on) 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 appiicabie, 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,

FAST -TRACK APPLICATION for GRAVITY SEWERS, RAU' 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 Kannapolis__
Full Legal Name (company, municipality, HOA, utility, etc.)
z lb. Wilmer Melton, III - Director of Public Works
O Signing Official Name and Title (Please review 15A NCAC 2H . 2 6(b) for authorized signing o cia
lc, The legal entity who will own this system is'.
0 Individual 0 Federal Municipality 0 State/County LI P vate Partnership [1] Corporation [ij Other (specify),
CZ Id. 1401 Bethpage Rd. le, Kanna_polis
O Mailing Address
Z
2 — 1h. 704-920-4200 704-920-4244
< Telephone Facsimile
• 2, Project (Facility) Information:
a.
0
City
NC lg 28081
State
2a, The Falls Subdivision
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Steve Whaley: WK Dickson & Co_ Inc,
Name and Affiliation of Someone Who Can Answer
3b. 704-334-5348
Phone Number
Zip Code
wmelton©ci,kannapolis.nc us
E-mail
2b, Cabarrus Courq
County Where Project is Located
s About thls Application
3c [e-mail]
E-mail
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 B(7) and B(10-11) that has already been included in the original permit.
2 Owner is 4 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
0Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes, etc - go to Item 8(2b))
0 Public Utility (Instruction III)
0 Homeowner Assoc /Developer (Instruction IV)
3 Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Ce ,
O 4a. Rocky River Regional Wastewater Treatment Plant 4bNC0036269 Name of WWTF VVV),/TF Permit No.
'5a., City_of Kannapolis 5b. 12" DIP ' Gravity 5c, Unknown
Owner of Downstream Sewer Receiving Sewer Size:0 Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
E Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
O School
0 Restaurant
0 Office
0 Car Wash
0 Institution
0 Hospital
0 Church
El Nursing Home
Ej Other (specify):
100 % Domestic/Commercial
°/© Industrial
% Other (specify),
7, Volume of wastewater to be allocated for this particular project57,960 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
0 Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
FTA 07,103 - Rev .3 1)4/0S

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE ;MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
0219(I) 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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
161 proposed lots X 360 gpollot = 57960 gpd
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8
Gravity or Force Main
(use the pull down menu)
9182.14 Gravity
ENTER TOTAL LINE LENGTH IN MILES 1.74
ummary of Pump Stations to be Permitted (attach additional sheets as necessary) NIA
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 witelemetry; 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?
Yes ❑l 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?
Wetiand/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No i NIA
Sedimentation and Erosion Control Plan? Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No N/A
'14, Does this project involve aerial lines or siphons?
These lines will be considered high priority and must be checked once every six months
ETA 071(11 - Rev 1 04tt15

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
z
0
0
*NW
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:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody AND,
E] 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)
Baker Creek off
Irish Buffalo
Name of
Waterbody
Irish Buffalo
(Kannapolis Lake
To Cannon Lake)
County
Rowan
River Basin
Yadkin
Waterbody Stream Waterbody
Index Classification
13-17-9 (1) WS-111;CA
Submit the ,5" x 11" COLOR topographic map as required in Instruction VI
regardless o whether a classification is provided,
Applicants Certification
1, Wilmer Melton, 111, Dir Public Works, attest that this application for The Falls Subdivision
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 Statutes143-215.6A 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,
la
Signing Official Signature
2, Professional Engineer s Certification:
:tk7
Date
I attest that this application for The Falls Subdivision has been reviewed by me and is accurate, complete and consistent
with the information in the engineenng 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 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 Benjamin S, Whaley
Professional Engineer Name
2b, WK Dickson & Co,, Inc,
Engineering Firm
2c. 616 Colonnade Drive
Mailing Address
2d Charlotte
City
2g 704-334-53489 2h, 704-334-0078
Telephone
Facsimile
2e. NC 2f. 28205
State Zip
2i. swhaley2wkdickson.com
E-mail
FT A 47,10 - Rev 3 0-41n5

Per it king Slip
Non -discharge
ttc�s
In review
Version
Cavity Sewer Estersrc n E un p Static n Pressure Sewer A
Extensions
Prirr a y t r ww±i$' wer
dee.brav der
d Flow
Facility Name
The Falls Subdivision
Ifficag Adthoss
Owner Name
City f I annapolis
ntr
Apo Received Draft initiated
0//07
Proj ype
New PJett
Permit Classification
Individual _.
Peffmt rr t t Affilidtitrt1
nor Region
Mooresville
County
Caberrrus
Facility r t t Affiliation
tt du$ecl
urar:
Owner Type
Government - Municipal
Ownor Affiliation
1elvrra Rape„ PE
PO 1199
Iannapolis
Public Notice
NC 2808111°
Effective Exfriratia
x her C3rrrrent r'id

January 26, 2007
NC Div ©f Environn°i.ental Management
Depa.rtnient of Environment and Natural Resources - Division of Water
610 East Center Drive, Suite 301
Mooresville, North Carolina 2811.5
Re: The Falls Subdivision Sewer Extension
City of Kannapolis - Cabarrus County.
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application and a check for S400.00 for the processing fee for the above reference project. Also
enclosed is the flow acceptance letter from the Water & Sewer Authority of Cabanas Cc pant
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 1.)ivisian of
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
Please call
e
704-938-1519 if yctu have any questions.
Stephen ,1. Bissinger, PE
Assistant City Engineer
06501-12 The Falls sewer perrnat tetter.doc
I T A N
T 7 , 9'3 c.15 19
248 Kann,tpo NO 28082-1248 124 5.
dAN 2
F 704.935,6510

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
January 23, 2007
Mr, Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kan.napolis, NC 28082-1199
Subject: FloeAcceptance
The Falls Subdivision Sewer Extension
rc
NC 28,226-0428
Ph,nix, 704786.1783
Kx .pt'a,-421 6
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received 1C10re°°t 7. The Water
and Sewer Authority of Cabal -us County (WSACC) has or currently expects to he able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the wastewater from the proposed project. WSACC agrees to
accept wastewater from the proposed project called The Falls Subdivision, which will consist of
161 single family residential lots. This is based on the information provided by W. K. Dickson
Co., Inc. (Engineer for the Project) using North Carolina Department of Environment and Natural
Resources (NCDENR) wastewater flow guidelines. The projected fl.ow is 57,960 gpd; however
WSACC expects the actual wastewater flow to more closely approximate 40,250 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 57,960 gpd and cost of $8.1.26/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of 470,983.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved '3,193,7b3 gallons of flow acre- Lance for the City of Kannapolis from 1992 to present and
287,736 allo Lam acceptance year-to-date, jncludin-this requesf:�setiTTfrihe approved
ow acceptances, WSACC has committed capacity valued in excess of $25 952 518 for the City of
Kannapolis since 1992 including $2,338,14.3 for this calendar year.
Projects on the CEP 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.
(CP) that are located downstream of this proposed project. It should be noted that the list and
schedule of CIP projects are tentative and are revised periodically to reflect changing cr t ditions
and needs.

City of Karmapolis
The Falls Subdivision Sewer Extension
January 23, 2007
Page 2 of
Please note that if construe ti n 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, \ hen constuction of this project is initiated
If you have any questions, please call me at 704-786-1783,
WSACC EngmeerMg Staff
Jeff Moody, P.l./lannapolis City Engineer
Delta apolis
Steve Whaley, P.E./W. K, Dickson & Co., Inc,
Sincerely,
Thomas A. Bach, P1.
Utility Systems Enin.ecr