WQ0031078_Regional Office Historical File Pre 2018

Mr, Wilmer Melton, Dir. Of Public Works
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Michae
nor
William G. Ross Jr,, Secretary
North Carolina Department ok rawircrourrtent and Natural Resources
Alan W. KIirn k, P.E. Director
Division. of Wafter Quality
December 12, 2006
Subject. Permit No, WQ0031078
Pelham Pointe Subdivision
City of Kannapolis
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton,
In accordance with your application received on November 9, 2006, we are forwarding herewith
Permit No. WQ0031078, dated December 12, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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,
Mooresville Regional Office 610 East Center Ave , quite 30J Mooresvi91e, NC 28115 Phone
Internet www,ncmwaterqual4y,org Customer Service:: 9-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
704
03-1699 Fax: [phone]
Onc
Nprt hCart ina

r. PIF Melton
Page 2
December 12, 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 of Kannapolis for the construction and operation of approximately 4,936 linear feet
of 8-inch gravity sewer and the discharge of 40,680 gallons per day of collected domestic wastewater
into the City of Kannapolis existing sewerage system, pursuant to the application received November 9,
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 and Sewer
Authority of Cabarrus County WVVTP (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,
Since
n- Alan W. Klimek, P,E,
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Paul Campbell, NorthEast Engineering
Mike Cassarino, Pelham Point Development, LLC
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 21._ .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 docurnentation 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.
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 requirements pertaining to wetlands
under 15A NCAC 28 .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 () - or
(919) -. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form - (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 1 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 t.th day of December, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEI
,for Alan VV. Klimek, RE, Dire for
Division of Water Quality
By Authority of the EnvironmentalManagemente en Commiscion
ENT Cot
Perm umber WQ0031078
1
ON

Fast Track Engineering Certification
• Permit No, WQ0031078
December 12, 2006
Wilmer Melton, Dir. Of PW
1401 Bethpage Rd.
Kannapolis, NC 28081
Complete and submit this form to the permit issuing re onal 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 reured for anvhanges resultnQ in nori comphance wth thise ulations or
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
Partial 0 Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, El weekly, 11 full time) the construction of Pelham Pointe 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.

AtK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
1a. City of Kannapol%s
Full Legal Name (company, municipality, HOA, utility, etc,)
1b, Wilmer Melton, III - Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing offrcialsl)
The legal entity who will own this system is:
❑ Individual ❑ Federal ' Municipality 0 State/County 0 Private Partnership ❑ Corporation ❑ Other (specify):
Application Number:
(to be completed by DWQ
PAGE 3
1 d. 1401 Bethpage Rd.
O Mailing Address
0
NC
State
1 h. 704-920-4200 'i i. 704-920-4244
Telephone Facsimile
2. Project (Facility) Information::
2a, Pelhem Pointe Subdivision
Brief Project Name (permit will refer to this name)
Contact Person:
3a, Paul Campbell, NorthEast Engineering, PA
1 e. Kannapolis
City
1g, 28081
Zip Code
wmelton@ci kannapolis.nc.us
E-mail
2b. Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-788-6372
Phone Number
3c. ocannobeii nee mmt a
E-mail
Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to item 8(3)) 0 Private (go to item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
O Retaining Ownership (Le. store, church, single office, etc.)
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Water & Sewer Authority of Cabarrus Coun
Public Utility (Instruction III)
❑ Homeowner Assoc./Develope
Owner of Wastewater Treatment Facility (WWTF) Treating' Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b.. ,.__M..
NC©©36269
Name of WWTF
Z 5a, WSACC 15b. 36 Gravity fic
Owner of Downstream Sewer jReceiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):.
® Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
School
0 Restaurant
Ej Office
0 Car Wash
O Institution
0 Hospital
0 Church
O Nursing Home
• Other (specify):
WWTF Permit No.
ns
ction IV)
Permit Number of Downstream Sewer (if known)
1 QQ % Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 40.680 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ interceptor Line - Flow will be permitted in subsequent permits that connect to this line
• Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
I"TA 02/03 - Revd 3 04/05

ACIC APPLICATION for GRAVITY SEWERS, PUMP STATIONS, ANit FORCE MAINS
PAGE4
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).
113lots at 360 gpd per lot
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Length (feet)
4936*
Size (inches)
0 ENTER TOTAL LINE LENGTH IN MILES 0.93
z
0
ummary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
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 t TDH portable generator w/telemetry; 4-wet well storage)
2. 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 permitslcertifica'tions been submitted for approval
Wetland/Stream Crossings - General Permit or 401 Certification? Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? ❑
These lines will be considered high priority and must be checked once every six months
Yes El No ❑N/A
El Yes ❑ No l N/A
FTA 02/03 - Rev. 3 04/05

ACK 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 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:
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
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
WSACC MH 011810 Rocky River Cabarrus Yadkin 13-17 C
Submit the 115" x 11" COLOR topographic map as required in Instruction VI
--
regardless of whether a classification is provided!
Applicant's Certification:
1, Wilmer Melton, Dir, Public Works, attest that this application for Pelhem Pointe subdivision
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, Notes 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.
la,
Signing Official Signature
co 2. Professional Engineer's Certificationz
0
Date
I attest that this application for Pelhem Pointe Subdivision has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and ail other supporting documentation to the best of
my knowledge. I 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 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. Paul Campbell
Professional Engineer Name
2b, NorthEast Engineering
Engineering Firm
2e. PO Box 931
Mailing Address
2d, Concord 2e. NC 2f, 28026
State Zip
2h. 704-786-4750 2i, pc,ampbell©nee-pa.corn
City
2g. 704-788-
6372
Facsimile E-mail
SEAL
18908
CA
/nut
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

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KANNAPOL IS
November 6, 2006
NC Div of Environmental Management
Department of Environment and Natural Resources — Division of Water Quality
610 East Center Drive, Suite 301
Mooresville, North Carolina, 281,15
Re: Pelhem Pointe Sewer Extension
City of Kannapolis Cabarrus County
Dear Sir or Madam:
045 1-67
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 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 Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-9381519 if you have any questions.
Sincerely,
Stephen J. Bissinger, PE
Assistant City Engineer
04501.67 Pelhem sewer permit letteridoc
NOV
Cr TY 1) 1'1
K A N N
Engineering Depart I1 T 70,t938,11519
PC), Box '1248 'Ka nnapolis„ NC 28082-1218 120 S. Main 81, Ka nnapolis, NC 28081
A 0 0 L
1 S
1: 704.938 6810

Central Files: APS
Permit umber
078
Permit Tracking Slip
12 2106
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Permit classification
Gravity SewerExtension, Pump StetStations Pressure Sewer A Individual
Extensions
Primary Reviewer
dee.browder
Permitted Flow
40680
Permit Contact AtfUi tian
Facility Name
Pelham Palate
t o cation Address
Owner
Owner Name
City of tnnapclis
Pates/Evon
ar/Mlrrr Region
nor Mooresville
County
Cabarrus
contact Affiliation
Owner Type
Government - Mon icipal
inter Affiliation
Melvin Rape, PE
PO Box 1199
Kannapolis
NC 81111
Scheduled
r►g Issue App Recelued Draft Initiated Issuance Public Notice issue Effective Expire on
11 /091006
Re Activities
the v sion
steel
Iv
Additional information ro bested
Wastewater cone Additional information received
utfali NUL
rbody Name
nts
Index Number Current class subbasin

PELHEM POINTE DEVELOPMENT, LLC.
11920 CUPWORTH CT.
HUNTERSVILLE, N.G. 28078
FIRST CHARTER
wa odirstcharier.ccm
66-
/531
100
0010 6
**,k****************),************4******-
rour hundred dollars and no cents
N0DENR
November 7, 2006
$*******'*40000
11.00101E11' ':0S 007317031.20290

Fax . [phone] Nov 6 2006 11 24 P. 04
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
November 6, 2006
Mr, Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
Pelhem Pointe Subdivision
212 Rovidy)n 14wy,
C'onroFl1, NC 28017
Ma b' P.O Sox 29
(;oncurd, tiC 28026•0428
704 7B6.1783
4
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received 10/10/06. 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 Pelhem Pointe Subdivision, which will consist of 11.3 single
family residential lots. This is based on the information provided by Northeast Engineering
(Engineer for the Project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected flow is 40,680 gpd; however WSACC
expects the actual wastewater flow to more closely approximate 28,250 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 40,680 gpd and cost of S8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of S330,566.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,810,267 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
386,797 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of S22,836,230 for the City of
Kannapolis since 1992 including 33,143,112 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 local governing bodies, regulatory
approval, and funding availability The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances.
Kin Grant Rocky River Parallel Interceptor. SQlicdulcd ccrinplcta+ rs date: 2010

Fax ' 4 51564 Nov 6 06 11:24
Cif of Kannapolis
Pethem Pointe Subdiv'isson
November 6, 2006
Page 2 of
Since this sewer roan non ill be made directly to the WSACC 36" Rocky Weer
Interceptor, WSACC must be notified 48 hours prior to connection tieing made. Notification.
is to be made to Mark Lomax 7044864783. 1t should be noted that the existing manhole where
the connection of the proposed " gravity sewer from the Pethem Pointe Subdivision development
is located has a T-Manhole type base, "Therefore, this flow eptance is granted with the condition
n
that the Engineer and/or the contractor coordinate the exactmanhole coring location with Mark
Lomax,
Please note that if construction of this project i not started 'ithin two (2) ye 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,
Thomas A. Bach, P.E.
Utility Systems Engineers
WSACC Engine rinStaff
Jeff Mo dy, PE./Karmaptalis City Engineer
Wilmer I' eltoniKannapolis
Paul Campbell, P.E ,Northeast En, weerin

Michael F. Easley, Governor
William G, Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
January 22, 2008
Wilmer Melton
City of Kannapolis
P.O. Box 1199
Kannapolis, North Carolina 28081
SUBJECT: Pelham Pointe Subdivision
Permit No. WQ0031078
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on November 2'0, 2007.
A full review of the certification materials may or may not be conducted. It is assumed that receipt
of this certification indicates compliance with all regulations, design criteria and the permit Please
be reminded that the Permittee is responsible for keeping a copy of the final record drawings for
the life of the project. If you have not received a copy, please contact your consultant
immediately to obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
httio://h2o.enr,state.hc,usinctndpuappshtml#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
rely,
`7).)Robert Krebs.
Surface Water Protection Regional Supervisor
Enclosure
Cc: Stephen Bissinger, PE, Alley: Williams„ Carmen & King
Surface Water Protection Section Central Files {certification page onlyl
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One
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:41h2o.enr..n.c,state,usindpu
1617 Mail Service Center, Raleigh, NC .27699-1617 An Equal opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post-consumerpaper

Fast Track Engineering Certification
Permit No. W00031078
December 12, 2006
Wilmer Melton, Dir, Of PW
1401 Bethpage Rd,
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 ail
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
Lil Partial V1 Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (iperiodically, El weekly, Ell full time) the construction of Pelham Pointe 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.

Alley, Williams, Carmen & King, Inc.
Post Office Box 1248
120 South Main Street
Kannapolis, North Carolina 28082-1248
Phone [phone] Fax [phone]
To: NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU THE FOLLOWING:.
Letter of Transmittal
❑LISPS ❑U.PS ❑FED -EX
❑oVERNIGH'T ❑HAND DELIVER
Date: November 16, 2007 Job No. 04501-67
Attn: Dee Browder
Re: Pelherr Pointe- Final
1 Construction Record Drawings
Engineer's Certification
THESE ARE TRANSMI i I ED as checked below:
❑ For approval
For your use
0 As requested
❑ See Remarks
Ej Approved as submitted
0 Approved as noted
❑ Returned for corrections
NC DEN
D Q urface
Resubmit
Submit
0 Return
r Prot
copies for approval ❑ For signature
copies for distribution
corrected prints
*are
G41.wordltrsl04501 General404531-67 Pe/hem Pointe sewer as built transs.doc