WQ0031081_Regional Office Historical File Pre 2018

Michael F. Easley., Governor
William G. Ross Jr,, Seeretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE, .Direetor
Division of Water Quality
January 3, 2007
Mr, Carl Palmer, Town Administrator
Town of Harrisburg
4100 Main Street
Harrisburg, NC 28075
Subject: Permit No, WQ0031081
Abbington Subdivision Phase 4
Town of Harrisburg
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Palmer,
In accordance with your application received on December 12, 2006, we are forwarding
herewith Permit No. WQ0031081, dated January 3, 2007, to the Town of Harrisburg 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 .Moores vil le-, NC 28115
Internet, www.ncrnwaterquality,org Customer Service, I-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Phone: [phone] Fax: [phone]
. .one.
.NovhCarolin.a
,Vatunilly

!Irirr*Mr. Farmer
Page 2
January 3, 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 Town of Harrisburg for the construction and operation of approximately 5,353 linear feet
of 8-inch gravity sewer and the discharge of 18,360 gallons per day of collected domestic wastewater
into the Water and Sewer Authority of Cabarrus County existing sewerage system, pursuant to the
application received December 12, 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's Rocky River 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 150E 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,
for• Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Collection System Permit File
Tim Foley, Latham -Walters Engineering, 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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year,
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6, Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form, A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
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 NCGO10000, 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 (800) 55-0or
(919) '733-3300, Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS -SS (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 proiem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 3rd day of January, 2007,
NORTH CAROLINA ENVIRONMENTALMENT OMI #ISSION
r Alan VV. Riimek, P.,, Director
Division of Water Quality
By Authority of the Environmental anageManagement Commission
Perm Nu ber WQ0031081

Fast Track Engineering Certification
Permit No. WQ0031081
January 3, 2007
Carl Parmer, Town Administrator
Town of Harrisburg
4100 Main Street
Harrisburg, NC 28075
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, E] weekly, El full time) the construction of Abbington Subdivision Phase 4, 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, 1995 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.

FAS- TKACK APPLICATION for AtAVITY SEWERS, PUMPSTATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO F(FLD
Owner:
1 Town of Harrisburg
Full Legal Name (company, municipality, HOA, utility, et
• lb. CartParmer, Town Administrator
O Signing Official Name and Title (Please review 15A NCAC 2H ,0206(b) for authorized signing officialsI)
- lc. The legal entity who will own this system is:
ICC 0 Individual 0 Federal Municipality 0 State/County 0 Private Partnership Ej Corporation 0 Other (specify):
CCld 4100yain Street
O Mailing Address
LL
Application Number:
(to be cornplet4+ by DWQ
• If, NC _
State
O 1h, 704-455-5614 11. 704-4551205 1j,
4:( 'Telephone FacsimileE-mail
(,) 2, Project (Facility) information
O. - 2a, Abbington Subdivision Phase 4
a. Brief Project Name (permit will refer to this name)
O 3. Contact Person.
1 e Harrisbulg_
City
lg, 28075
Zip Code
Cabarrus
County Where Project is Located
<4. 3a. Timothy a Foley,P E.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-895-8484 3c tmwe99@bellsouthnet
Phone Number E-mail
z
0
re
0
z
Ce
w
CL
1 Project is Ej New 0 Modification (of an existing permit) If Modification, Permit No,:
For modifications, attach a separate sheet dearly 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(1O-11) that has already been included in the original permit.
2. Owner is El 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 hoose one)
EJ Retaining Ownership (i,e, store, church, single office, etc) or
0 Leasing units (lots, townhomes: etc, - skip to Item B(3))
Ej Selling units (lots, townhomes, etc - go to Item 8(21,))
13 Public Utility (Instruction III)
Ej Homeowner Assoc./Developer (Instruction IV)
WaterandSewer Authority of Cabarrus County__
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, Rocky River Regional Wastewater Treatment Plan 4b, NC 0036269
Name of WVVTF WWTF Permit No,
5a, Town of Harrisburg _ _ 5b8" Gravity 5c,
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit Number of Downstream Sewer (if known)
6, The origin of this wastewater is (check all that apply):
Residential Subdivision 0 Car Wash
El Apartments/Condominiums 0 Institution
0 Mobile Home Park Ej Hospital
Ca EI Schad 0 Church
El Restaurant 0 Nursing Horne
0 Office 0 Other (specify):
100 % Domestic/Commercial
% Industrial
% Other (specify):
7 Volume of wastewater to be a located for this particular project 18360 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
01 Flow has already been allocated in Permit No,
D Rehabilitation or replacement of existing sewer with no new flow expected

FAST-TRACI{ APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AN FORCE MAINS PAGE 4
9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H 0219(1)(3)
51 houses @ 360 gpd = 18,360 god
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
5353,66
a ENTER TOTAL LINE LENGTH IN MILES 1.014
0
11, Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
z
0
2
0
u..
th
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow Operational Point
(MGD) GPM @ TDH
Gravity or Force Main
(use the pull down menu)
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wltelemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H ,0200 as applicable?
El Yes 0 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 -en submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes El No El N/A
Sedimentation and Erosion Control Plan? Yes El No Li N/A
Stormwater? Yes 0 No El N/A
14 Does this project involve aerial lines or siphons? 0
These lines will be considered high priority and must be checked once every six months

FAST -TRACK APPLICATION GRAVITY SEWERS, PUMP STATIONS, AND FORCE AINS PAGE 5
rIi
z
0
1. Use the Division's guidance document entitled, ""DETERMINING STREAM CLAS IFICA'I'1ONS FOR FORM F`i'A 02103
(FAST -TRACK SEWER SYSTEMS)" to attent and record the stream ssiication data below (attach additional sheets as.
necessary). This document is available from our v+ b site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) Q$ indicate the following:
0 A Stream Classification is not needed because all parts of tie project are at least 100 feet away from any down slope
waterbody; ,
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
leen chosen - as shown on Name of `V a+tsrrbody Smarm Wei eerbody
map for cr©wreferencel Waterbody County River Basin Index Classification
Site A UT to Fuda Creek Cabarrus Yadkin 13-17-7-1 C
Submit the 8.5" x 1"t" COLOR toprr++graphtc map as t°sr ulred to t
regardless of whether a classification is provided!
Applicant's Certification:
I, Cart Parmer, attest that this application for Abbingfon Subdivision Phase 4 has been reviewed by me and is accurate
and complete to the beset 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 Statutes 143-215.6A and 143-215.68,
any person who know npty makes any false statement, representation, or certification in any application shall be guy of
a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as welt as civil penalties up to $25, 000 per
viola
2. Professi
•e1E-v•v%•ii
mature
Engineers Certification:
I attest that this application for Abtingtan Subrkvisirsra ilaase 4 has beers reviawi by me and is accurate, complete and
consistent with the krformallon In the engirread�Mans, c�a Arad : " supporting documentation n to the best of
my knowledge, I further attest that to the best oairy knowl the pr ra ed ra sign has been prepared In accordance
with the applicable regulations, Gravity Sewer Minimum Desna Criteria for Graty Sewers adopted February 12. 1996,
and the Minimum Design Criteria for the Fast -Truer Permitting of Pump Stations and Force Mains adopted June 1, 200
and the watershed classification in accordance with Division guidance, Although certain portions of this submittal package
may have been developed by other processionals, inclusion of Mese materials under my signature and seal signifies that I
have mviewed this material and have judged it to be consistent with the proposed design Note: In acconrtarrae with NC
General Statutes 143-215.6A and 143-216 68, any person lift knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may indtxie a fine root to exceed f 10,000 as
well as civil penalties up to $25,000 per violation.
2d. Huntersville
City
2g 704-895.8484 2h. 704-89
Telephone Facsimile
2e. NC
Sta
all
2f. 28078
ZiP
bellsouthnet

November 7, 2006
Mrs. Sonja Basinger
Division of Water Quality
919 North Main Street
Mooresville, North Carolina 28115
Subject; Abbington Subdivision, Phase 4
Sanitary Sewer System Extension
Harrisburg, North Carolina
Dear Mrs, Basinger:
We are enclosing per your requirements, the original and one (1) copy of the
Fast -Track Application for Gravity Sewers, Pump Stations and Force Mains. Also
included are two (2) copies of the flow acceptance letter from the Water and
Sewer Authority of Cabarrus County (WSACC) agreeing to transport and treat
the wastewater. A check for $400 has been provided for the application fee.
If you have any questions concerning this project, please feel free to contact us,
Sincerely,
Todd Taylor, P.E.
Town Engineer
Enc
Cc Tim Foley, P.E., Latham -Walters Engineering
'.. ). Bo's. Q P€ i }'i s` l '�.�4`,3."-_, .t.�-i i ...,� - tlsl �" b;` c leTh:. ntt

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Mr. Carl Parmer
Town Administrator
Town of Harrisburg
P.O. Box. 100
Harrisburg, NC 28075
November 2, 2006
Subject: Flow Acceptance Request
Abbington Subdivision Phase 4
Oitice: .212 Davici,.,,onl-hvy.
Concord: NC 26027
t(L RO, Box 428
Concord, NC 28026-0428
s Phone: 704,786.1783
Fax: [phone]
Dear Mr. Parmer:
This is in response to the Tow request for flow acceptance received 10/5/06. 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 domestic wastewater from the proposed Abbington
Subdivision Phase 4, consisting of 51 single family residential lots. WSACC agrees to accept
wastewater -from. the proposed sewer line based on informationprovided by Latham -Walters
Engineering, Inc, (Civil Engineer for the project), using North Carolina Department of Environment
and Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is 18.,360 gpd;
however WSACC expects the actual wastewater flow to more closely approximate 12,750 gpd
based upon Master Plan engineering data. The Town of Harrisburg understands that separate Flow
Acceptance Requests will be required for the future flows, that will connect into this sewer line.
By requesting flow acceptance, the Town of Harrisburg 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 18,360 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 $1149,193.
For your information and based. upon NCDENR wastewater flow guidelines, WSACC has
approved 1,548,047 gallons of flow acceptance for the Town of Harrisburg from 1992 to present
and 44,510 gallons of flow acceptance year-to-date including this request. Based upon the
approved flow acceptances, WSACC has committed capacity valued in excess of S12,579,430 for
the Town of 'Harrisburg since 1992 including $36-1,688 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 'front local governing bodies, regulatory
approval, and funding availability. The -following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
• Fuda Creek Interceptor Extension. Scheduled completion. date: 2010

Town of Harrisburg
Abbw ton Subdivision Phase
November 2, 2006
Page _-
Since this sewer correction will be made directly o the 'SACC Fuda Creek
Interceptor, WSACC must be notified 48 hours rior to connection being made. Notification
is to be made to Mark Lomax 704-786-1783 ext. 31.
Please note that if construction of this project is not started witl is two (2) years of the date
of this approval, the approval is rescinded and a second request and approval will lie required.
Please notify WSACC, in write g,'when construction of this project is initiated.
If you have a y questions, please call zee at 04-7 -17 ,
Thomas A.. Bach, P.F
Utility Systems Engineer
cc: W AC ; Engineering Staff
Todd Taylor, P.E./Harrisburg
Tine Foley, P,EdLathaz - alters I
leering

RE: Abbington Phase 4 Sewer - Harrisburg, NC
Subject: RE: Abbington Phase 4 Sewer - larrisburg, NC
"rods: "Todd. Taylor" <TT [e-mail]>
Date: Tue, 12 Dee 2006 14:41:19 -0500
To: "Dee Browder' dee ro de ne
CC: "'Tim Foley"' ; i a.l e9 ,b llsoutl .net
Here it is,
From: Tim Foley [mailto:timlwe99ta belisouth.net]
Sent: Tuesday, December 12, 2006 2:07 PM
To: Dee Browder
Cc: 'Todd Taylor'
Subject: Abbington Phase 4 ewer - Harrisburg, NC
Dee,
I spoke with Todd Taylor. He was going to try to get the application signed and emailed to you this aiterr:o n. Let me know if you need anything else.
Thanks.
Tim Foley, P.E.
Latham -Walters Engineering, Inc.
16507-A Northcross Drive
Huntersville, NC 28078
Telephone [phone]
Fax [phone]
FastTrackApp0001.pd
Content -Type: application/pdf
Content -Encoding: base64
1 of 1 1 L2/2007 8: 2 AM

Permit Number WQ001 081
Central Files: APS SWP
011J'2/©7
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type 4a-- `t frik"A Version Permit Classification
Gravity Sewer (Extension, Pump Stations, & Pressure Sewer 1 00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
18360
Facility
Facility Name Major/Minor Region
Abbington Subdivision Phase 4 Minor Mooresville
Location Address
Owner
Owner Name
County
Cabarrus
Facility ContactAffiliation
Owner Type
Town of Harrisburg Government - Municipal
Dates!Events
prig tssue App Received Draft Initiated
12/12/06 11/08/06
Regulated Activities
Subdivision
Wastewater collection
Gutfall NUL
Scheduled
Issuance
Owner Affiliation
Carl Parmer
PC Box 100
Harrisburg NC 280750100
Public Notice Issue
e r t v
Additional information requested
Additional information received
Additional information received
Additional information requested
Effective
12/12/06
Expiration
12/12/06
Waterbody Name Stream Index Number Current Class Subbasin

Fos%r F OF
SUN U T \
w,v 0 1
46-531
NCDENR
ndred� and 00 00���/:�
NCDENR
@OEast Center Ave S30
/\
Mooresville, NC 28115

Michael F. Ease 'y Governor
William G. Ross Jr., Secretaty
North Carolina Deparlment of Environment and Natural Resources
Colleen Sullins, Director
Division of Water Quality
January 22, 2008
Carl Parrner, Town Administrator
Town of Harrisburg
4 00 Main Street
Harrisburg, North Carolina 28075
SUBJECT: Abbington Subdivision Phase 4
Permit No, WQ0031081
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on November 20, 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 PNQCF-S as this permit is not
automatically transferable: Form PNOCF-S can be downloaded from
htto://h2o,enr.state:nausindpu/ndpudops,htrni#Sewer,
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
dee,browdergnomail,net,
Sincerely,
ilRobert Krebs
L 'Surface Water Protection Regional Supervisor
Enclosure
Cci Timothy Foley, Latham -Walters Engineering
Surface Water Protection Section Central Files ceritification page only)
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NorthCarolma
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Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr,nc,state,usindpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10°A post -consumer paper

Vast Track Engineering Certification
Permit No. WQ0031081
January 3, 2007
Carl Parmer, Town Administrator
Town of Harrisburg
4100 Main Street
Harrisburg, NC 28075
Complete and submit this form to the permit ssuing 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, aye' able 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, Perrnit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
Ell Partial :nal
VA,V.)1, as a duly registered Professional Engineer in the State of North Carolina., having been
authorized to observe „periodically, 1:' weekly. Li full time) the construction of Abbington Subdivision Phase 4, a
Oabarrus 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.

LATHAM-WALTERS ENGINEERING, INC.
16507-A Northeross Drive
Huntersville, NC 28078
704-895-8484 phone
704-895-8485 fax
iames_Iwe99@bet
NCDENR - Mooresville Office
Surface Water Protection
610 East Center Avenue - Suite 301
Mooresville, NC 281.15
'Cc PIES ,,DATE
RV
AR
ION
Phase, 4 S-S. As-1 uilts
En
(Final)
LETTER OF TRANSMITTAL
'DATE: 11/20f20O7154B NO: 2006.18
RE: Abbington - Phase 4
anything else, please let me know,
COPY TO File
uED
SIGNED):