WQ0030786_Regional Office Historical File Pre 2018 (2)

Michael F„ Easley, Governor
William G. Ross Jr., Secretary
North Carolina Deparunent of Environment and Natural Resources
Alan W. Klimek, P.E, Director
Division of Water Quality
September 14, 2006
Mr. Wilmer Melton, III — Public Works Director
City of Kannapolis
1401 Bethpage Rd.
Kannapolis, North Carolina 28081
Subject Permit No, WQ0030786
Pine Creek Subdivision Phase 5
City of Kannapolis Public Works
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton:
In accordance with your application received on August 31, 2006, we are forwarding herewith
Permit No. WQ0030786, dated September 14, 2006, to the City of Kannapolis Public Works 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 61,0 East Center Ave., Suite 301 Mooresville., NC 28115
Internet: www.ncwaterqualily,ortj Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycledi10% Posl Consumer Paper
Phone: [phone] Fay(704) 663-6040
Ithcaoltna
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Mr Witmer Melton
Page 2
September 14, 2006
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 Kannapolis Public Works for the construction and operation of approximately 530 linear feet of 8-
inch gravity sewer as part of Pine Creek Subdivision Phase 5 project, and the discharge of 5,280
gallons per day of collected domestic wastewater into the City of Kannapolis existing sewerage system,
pursuant to the application received August 31, 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 Rocky River
Regional WWTP 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 1508 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 Samar Bou-Ghazale at
[phone].
Sincerely,
(4,
for Alan W, Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No, NC0036269)
Jeffery Boone, Greenbrier Group, PC
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 28 .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.
IT Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 28 .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,
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 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.
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 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
[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 11 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 14th day of September, 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,,for Alan W Klimek,(V.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00030786

Fast Track EngineeringCertification
Permit No. WQ0030786
September 14, 2006
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 permjJaUons 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.
ENGINEERS CERTIFICATION
El Partial E Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, [1] weekly, E] full time) the construction of Pine Creek Subdivision
Phase 5, a City of Kannapolis project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H ,0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

| /
3U� 704-347-4972 3o.�oonc
Phone Number � E-mail
1. ProjectisONew El Modification (of an existing permit) If Modification, Permit No.:
� For modifications, attach aseparate sheet clearly explaining the reason for the modification (i/e.adding another
' phase, changing line size0enQth'otcl Only include the modified information in this permit application 'dunot
! duplicate project information in 13(7) and B(1 0-11) that has already been included in the original permit,
,2, Owner is Pubiic (skip to Item B(3)) Private (go to Item 2(a))
) | ' ' '
El Retaining Ownership (i,e, store, church, single office, etc.) or, n Public Utility (instruction 111)
[] Homeowner Asmoo.8]avelope,(instruction IV)
-TRACK APPLICATION for GRAVITY SEWERS, Pt, T i%4P STATIONS, AND FORCE NIAINS
PAGE
USE THE TAB KEY T(JMOVE FROM FIELD TORELDi / Application Number:
| (to be c�"����m`
. ---�
' --
4. Owner.,�, 1a.
_
' Full municipality, r ------'--------'- '--------^---' '------
1b. Wilmer Mellon, III ' Director nfPublic Works
Signing Official Name and Title (Please review 15NCAC 2H 0206(b) for
- authorized signing---�----officials!)
! '---'---------------- -----------
1 c, The legal entity who will own this system is:
[] |ndividuaf [-1 Federal 0 Mwmickpu|dv Fl Stp1exCoonty E] Private Partnemkip_[:] Corporation [] Other (opecify)
�& 1481 Bethpage Rd.
0� �aU��Add�ms
U_- '
Z
� /NC_
' State
r���--''--
lh� 704�2042O0 1i 7Q4-92�4244
' Telephone ' Facsimile
' '
oject (Facility) Information:
��
�Ze, PINE CREEK SUBDIVISION PHASE 5
10 Kanna is
city
510. 28081
Zip Code
� 8��Pn�er Name (ponndw0�f�to��name
�� - ---i�c�Pmnoun�
° r' ----'--' ----- -
3e, JEFFREYA.BoONE DESIGN ENGINEER
' E-maii
2b. CABARRUS
_
F�r_oject -is
County Where ocated
Name and AffihahanoYSomeoneWho Can Answer Questions About this Application
Z' []Leauinq,nNu(lots.lownhomea.etc. ;kip toItem 8(J}
El Selling units (lots, townhomes, etc, - go to Item B(2b))
Owner cfVVasewaterTeatmenvFodNy(WVVTF)Trea�ngVVe»�wa1erFmnmThspru�o
4o. ---- i �| Wastewater Treatment Plant— --. NC—�--
036269
�� / Nome cdVVVYTF � �--- -- -- -- --. Permit No,
U. ' / -.._.
8.
. � __ Main
OwnerdDown�mamReceiving Sewer Size Force m /Permit Number of Downstream Sewer (if kn wn
The origin of this wastewater �s (check all that apply):
Residential Subdivision
Apurime ntn/Condonniniumw
Mobile Home Park
School
El Restaurant
P Office
7, Volume ufwastewater ,obaaUocaledfor this particular project� 5.280 gallons per day
*Do not include previouslypermitted allocations
G. Kthe permitted flow is zero, indicate
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
| Flow has already been allocated inPermit No -
El Rehabilitation or replacement of existing sewer with no new flow exp,ected
enbrierdesign.com
bc�
-
100 % OnmmsUcxCmnmo,dmi
%|nduskio|
Car Wash
Institution
Hospital
El Church
LJ Nursing Home
0 Other (specify):

piT-TRACK APPI.ICAT]0, for GRAVITY SEW R
z
0
z
P ° TATIONS, AND FORCE MAINS
PAGE 4
9. Provide the wastewater flow calculations used in deterrnining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for Vine 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(1)(3),
LOTS x 4 BDR/LOT x 120 GPDIBDR) = 5,280 GPD
10. Summary of Sewer Lines to be Perry fitted (attach additional sheets if neces
Size (inches) Length (feet)
ENTER TOTAL LINE LENGTH IN MILES
Summary of Pump Stations to be Permitted (attach additional sheets as nece
Gravity or Force Main
use the pull down menu
530.00 GRAVITY
0,10 MILE
0 Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wfATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator witelemetryi 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 © 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 permi
ions been submitted for approval
WetlandiStrr;arn Crossings - General Permit or 401 Certification? © Yes LI No N/A
Yes E No Ej NIA
Yes El No EJ NIA
Sedimentation and Erosion Control Plan?
water?
14, Does this projvoly
nes or siphons? El NIA
These lines will be considered high priority and must he checked once every six months

rpy
,,T-TRACK APPLIC4TON for CRAVJT SEWERS, PUMP STATIONS, AND FORCE MAINS.
PAGE 5
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
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
water body; 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 water body*
Location ID on Map
(self chosen - as shown on Name of Waterbody Strea
map for cross.reference) Water body County River Basin Index
O F16NW5 WEST BR, AFTON
CABARRUS YADKIN 13-17-6-6
RUN (YAD11)
LU
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:
Waterbody
Classification
1, Wilmer Melton, Dir. Public Works, attest that this application for PINE CREEK SUBDIVISION PHASE 3
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 143-215.6B, 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.
la, 6—P3i25.
Signing Official Signature
. Professional Engineer's Certification:
Date
I attest that this application for PINE CREEK SUBDIVISION PHASE 3 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 143-215.6B, 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 I
exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. JEFFREY A. BOONE, PE
Professional Engineer Name
2b GREENBRIER DESIGN GROUP, PC
Engineering Firm
2c. 2108 SOUTH BOULEVARD, SUITE 114
Mailing Address
2d, CHARLOTTE 2e. NC 2f. 28203
City State . Zip
,
2g. 704-347-4972 :2h. 704-347-4973 2i. [e-mail]
E-mail
Telephone Facsimile
• SEAL
Seal, Signature &Date
UT'A f1-1 1 (1,4 il)

0.4 0.8 l.2 1.6 2 mi
Map center is UTM 17 528780E 3924725N (WGS84/NAD83)
Kannapolis quadrangle
Projection is UTM Zone 17 NAD83 Datum
t )0 3

0�
K�.. NAPO S
August 29, 2 ' 06
NC Div of Environmental Management
Department of Environment and Natural Resources-- Division of Water Quality
610 East Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: Pine Creek Sewer Extension — Phase 5
City of Kannapo➢is - Cabarrus County
Dear Sir or Madam:
06501-05
Please find attached for your reviewand approval the orig final 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
Mating 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 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 rluesti
Sincerely,
Stephen Bissinger, PE
Assistant City Engineer
06501-05 Pine Creek ph5 sewer permit letter.dac
T
act-, ,
D NATURAL
RED:Ng:LLD RA
AUG 3 1 200o
0 L 1
T 7 0-4 938,1,519
NC 28082-1 248 120 S. Hain St.
1- 704„938.6810

Permit Number WQ0030786
Central Files APS SVVP
09/14i06
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
samanhou-gnazale
Permitted Flow
5280
Facility
Facility Name
Pine Creek Subdivision Phase 5
Location Address
Owner
Owner Name
City of Kannapolis
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Pates1vent9
Orig Issue App Received Draft Initiated
08/31/06
Regulated Activities
Subdivision
Wastewater collection
Outlet! NULL
Waterbody Name
Scheduled
issuance
MajoriMinor Region
Minor Mooresville
County
Canarrus
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Melvin Rape, PE
PO Box 1199
Kannapolis
Public Notice Issue
Reaueqq0/Recgived gv
Additional information requested
Additional information received
NC 280811199
Effective
Expiration
Stream Index Number Current Class Subbasin

PINE CREEK DEVELOPERS, LLC
5555 CONCORD PKWY S. STE 409
CONCORD, NC 28027-4622
PH.(704)-455-7034
PAY TO THE
ORDER OF
MEMO
e00 1 300 1:0 5
0004961. 0006 5
Bank of Arne
ACH RiT 053000196
6
0
6383

SACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Mr. Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-11.99
0 12
July 13. 2006
Subject: Flow Acceptance
Pine Creek Sewer Extension — Phase 5
94(
JUL
1,;1•,,i'1 1
232 Davidson Hwy,
Co1ricord, 8.1C 28027
mad to: P,O,,.Licx.r 428
Concord, NC 23026-0428
Phone° 70.4,786.1783
Fax: [phone]i564
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received 6/27/06. 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 the proposed project.. WSACC agrees to
accept wastewater from the proposed Pine Creek Subdivision (Phase 5), which will consist of 11
single family residential lots. This is based on the information provided by Greenbrier Design
Group, P.C. (Engineer for the Project) using North Carolina Department of Environment and
Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is 5,280 gpd;
however WSACC expects the actual wastewater flow to more closely approximate 3,960 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 5,280 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of 842,905.,
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,713,964 gallons of tlow acceptance for the City of Kannapolis from 1992 to present and
290,494 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $22,053,671 for the City of
Kannapolis since '1992 including 82,360„554 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) that are located downstream of this proposed project. It should be noted that the list and

ity f Kannapolis
Pine Creep Sewer °er xtel sion w Phase ase
tlq
Page 2 of
schedule of CIP projects are
and needs,
of tl
f
cc:
Please note that if cans.
approval, the approval is
atiI\ SACC, in wr iti
Tf you have any questions,
vACC Engineering n Staff
Moody, P.E./KannapolisCity l at: inter
Me ItoniKannapo[r
Boone, P. .1 Greenbrzer Design Group, P ('
id are re deed pe nod call r to r+
n of this project is not started with n two (
tided and a second request and appro ai
en construction of this project is initiate&
please ca3
-ti 1783
,
°order H. Rowell, P.E.
Engineering Director
nging co raditic ns
years of the date
will be required.