WQ0033790_Regional Office Historical File Pre 2018

Beverly Eaves Perdue, Gov -et -no
Dee Freeman Secretan,,
North Carolina Department of F v intnment 1,11r.1 Natural Resource.s
Coleen SuIhns, Director
1)ivision of Water Quality
February 3, 2009
Mr Joel A, Davis, Town Administrator
Town of Harrisburg
4100 Main Street
PO Box 100
Harrisburg, NC 28075
Subject. Permit No, VVQ0033790
Abbington Subdivision Phase 6
Town of Harrisburg
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Davis,
In accordance with your application received on January 26, 2009, we are forwarding herewith
Permit No, WQ0033790, dated February 3, 2009, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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,
One
NorthCarolina
M0oresville Regional Otti 610 East Center Ave, Su Ite 301 Mooresville, NC :28115
Internet www.ncmwalerquallry org Customer Service: 1-.877-623-67,18.
An Equal Opportunity/Affirmative Acton Employer - 512% Recycled,110% Post Consumer Paper
Phone- (70-1? 663-1699 Fax [phone]

r:Mr Day'
Page 2
February 3, 2009
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 for the construction and operation of approximately 620 linear feet of 8-inch gravity sewer and
the discharge of 6,480 gallons per day of collected domestic wastewater into the Town of Harrisburg
Collection System and the Water and Sewer Authority of Cabarrus County existing sewerage system 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.
Assessing subsequent impacts to the downstream collection system is the
complete responsibility of the Town of Harrisburg. Harrisburg must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the
WQS00328 collection system permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of WSACC. WSACC must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits and the WQS00009 permit requirements.
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.
S erely,
6
r Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Timothy D Foley, Latham -Walters Engineering, Inc
Thomas Bach, WSACC
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable: the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein,
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403 if an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters. and any contravention of the groundwater standards in
15A NCAC 2L ,0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
e, High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 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 approved5. ,
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 §143-215,6C9,
In the event that the wastewater collection facilities fail to perforrn 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 (800) -0 or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Fart I of Form S-S S .7 (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur, Part II of Form SRSS (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 February, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGE ENT COMMISSION
fir Coleen H, Sullins, Director
Division of Water Quality
By Authority of the EnvironmentalManagement Com Commission
`grit Nuber 003

Fast Track Engineering Certification
Permit No, WQ0033790
February 3, 2009
Owner INVVTP/WQC S PE
Joel A. Davis, Town Administrator Thomas Bach, Util, Systems Eng. Timothy Foley
Town of Harrisburg WSACC Latham-VValters Eng. Inc,
4100 Main Street PO Box 428 16507-A Northcross Drive
Harrisburg, NC 28075 Concord, NC 28026 Huntersville, NC 28078
Complete and submit thisform 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, Prrn
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, El weekly, LI full time) the construction of Abbington Subdivision, Phase 6, 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 Divisions 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.

A. APPLICA
z
1-
2
0
z
USE,THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ)
Owner/Permittee:
la. Town of Harrisbu
Full Legal Name (company, municipa ity, HOA, utility, etc.)
lb. Joel A, Davis, Town Administrator
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing offici
lc. The legal entity who will own this system is-
0 Individual 0 Federal Municipality 0 State/County El Private Partnership 0 Corporation 0 Other (specify):
ld. 4100 Main Street
Mailing Address
if. North Carolina
State
th 704-455-5614
Telephone
1 704-455-1206 1j.
Facsimile
2 Project (Facility) Information:
2a Abbin ton Subdivision- Phase 6
Brief Project Name (pemiit will refer
3 Contact Person:
3a. Timothy D. Foley, PE,
name
le Harrisburg
City
lg, 28075
Zip Code
E-mail
2b, Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions
3b. 704-895-8484
Phone Number
1 Project is 04 New El Modification
0
an existing pemnit) I
About this Application
3c, tirnlwe99@bellsouth,net
E-mail
ification,. Permit No,:
2. Owner is Public (skip to Item B(3)) El Private (go to Item 2(a))
2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
Retaining Ownership (i.e. store, church, single office, etc.) or
Ej Leasing units (lots, townhomes, etc. - skip to item B(3))
El ,Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Water and Sewer Authority of Cabarrus County
0 Public Utility (Instruction C)
o Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b, NC 0036269
Name of WWTF WWTF Permit No.
5a, Town of Harrisburg 5b. 8" Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit# of Downstream Sewer (In c 'on E)
6. The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
El Mobile Home Park
DI School
O Restaurant
El Office
0 Retail (Stores, shopping centers)
O Institution
0 Hospital
0 Church
O Nursing Home
El Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
• Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
6,480 gallons per day

Pr- 9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
,
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T 0114 (f).
18 Lots (360 GPD) = 6,480
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 620,70
New Gravity or Additional
Force Main
Gravity
0 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
ILI
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
i— 1 - Design Flow
Operational Point Power Reliability Option
Z (MGD)
GPN1@TD1-1 permanent generator w/ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
0
0
F^' Pump Station Location ID
0
(self chosen - as shown on planslmap for reference)
Design Flow Orational Point Power Reliability Option
pe
(MGD) TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @
2 - portable generator w!MTS
te Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow
Operational Point Power Reliability Option
(MGD) TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
ai GPM
2- portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be direct
EJ Yes II4 No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system compty with the Minimum Design Criteria for the Fast Track Permitting of Purnp Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes D No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION

Flpr
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
' Wetland/Stream Crossings - General Permit or 401Certification? Yes El No El N/A
Sedimentation and Erosion Control Plan? Ii Yes 0 No 0 N/A
Stormwater? Yes Ej No 0 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes. 0 and provide details
ner/Permittee's Certification: (Signature of Signing Official and ProjectName)
Joel A. Davis, attest that this application for Abbington Subdivision - Phase 6 has been reviewed by me and is
accurate and complete to the best of my knowiedge. 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 acconlance 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 f a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
la.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I JAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
u) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
0
I— 2 Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
0
0
Timothy D. Foley, attest that this application for Abbington Subdivision - Phase 6 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, 20(X) and the watershed classification in accordance with Division guidance, Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material/ and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, Timothy D, Foley
Professional Engineer Name
2b. Latham WaltersEngineering
-
Engineering Firm
2c. 16507-A Northcross Drive
Mailing Address
2d, Huntersvitle
City
2g. 704-895-8484 2h, 704-895-8
Telephone
Facsimile
2e, NC 2f. 28078
State Zip
2i, [e-mail]
E-mail
23557,
1"-IY
NC PE Seal, Signature & Date

SACC
ATER & SEWER AUTHORITY
" OF CABARRUS COUNTY
December 1, 2008
Mr. Joel Davis
Town Administrator
Town of I larrisburg
P.O. Box 100
Harrisburg; NC 28075
Subject: Flow Acceptance Request
Abbington Subdivision Phase 6
L)ear Mr. Davis:
Office: 232 Davidson Hwy.
Concord, NC 28027
Mail to: P,O, Box 428
'cord, NC 28026-0428
Phone [phone],
raw 704.795.1,564
This is in response to the Townes request for flow acceptance received November 17,, 2008.
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 6 project located along Rocky River Road just west of the Hickory
Ridge Road intersection. This project includes 18 single family residential lots.
The wastewater generated by this project will be conveyed through the Town of 'Harrisburg's
proposed and existing 8-inch gravity system, then enter WSACC's system at the existing 12-inch
Fuda Creek Interceptor just west of Hickory Ridge Road. WSACC, agrees to accept wastewater
from the proposed project based on information provided 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 6,480. gpd; however
WSACC expects the actual wastewater flow to more closely approximate 4,500 gpd based upon
Master Plan engineering data.
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 6,480 gpd and cost of $8.1261gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure :in excess of $52,656.
For your information and based upon NCDEN4R wastewater flow guidelines. WSACC has
approved 1„692,582 gallons of 'flow acceptance for the Town of Harrisburg from 1992.to present
and 60,160 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances. WSACC has committed capacity 'valued in excess of $13,753,921 for the Town
of Harrisburg since 1992 including $488,860 for this calendar year.
Projects on the Capital Improvement Program (CIP) are subject: to approval by 'WSACC's
Board of Directors, support from local governing bodies, regulatory approval, and funding

ishurg
Abbington Subdivisioi Plisse
December 1, 2008
Page -"
vit .bility. t this time there are TIO scheduled upgrades to WSACC fad ties in the eunent six:
ar i.IP that are 17cted downstream o this proposed project. 1t should be noted that the list and
schedule of CIP projects are tentative and e revised periodically to reflect changing conditions and
needs.
Please note that if construct on of this project is not started ithin to t} years of the date
of this appro al, the approval is rescinded and a second request and approval will be required.
Please notify AC , in itirr . N hen construction of this project is initiated.
If you have any uestions. please call are at 704-786-1783.
c; .WSACC Pup/ ecri
Derek Slocum, E .1.1'. 1 sbur
Timothy Foley, P1E./bath mWaite s Engineering Inc..
Thomas A.1ah, P.E.
Utility Systems Engineer

t
State of North Carolina
Depart ent of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(WSACC USE OINLY) Abbington Subdivision Phase 6 Project
Section J. Name of wastewater treatment facility'WWIF) receiving wastewater:
Rocky River Wastewater Treatment Facility ---- Permit No: NC0036269
fl Muddy Creek Wastewater Treatment Facility Permit No: NC0081621
WWTP facility's permitted flow, MCA)
24.000
.Estimated obligated flow not yet tributary totheWWTP,MGD 2,620
WWTP facility's actual a.yg„ daily flow. MCID 14.415 (60.1% of permit)
Total flow for this specific request, MGD
Total actual and obligated flows to the facility ..D
Percent of permitted flow used
0.007.
I 7,042
TI.0%
Section, 11. Pump stations along the route from the jurisdiction's connection point to the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate pump station firm (design) capacity and approximate current average flow
(previous 1.2 months) for each pump station, Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
Lower Rocky River IPS
Approx. Capacity, IVIGD
(Firm/Design)
37.000 6.050
Approx. Current A.vg.
Daily Flow, MCiD
Section III, WSACC Certification Statement:
L. Thomas A. Bach, P.E, _, certify that, to the best of my knowledge, the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitarysewer overflow's or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section 1 and Section II for which, to the best of my knowledge, will
not adversely/ affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wasti water flow. ,- 4 5.4 .. ..:'s Signing .cial Signature Date
Revkicri 02;03/04

Harrisburg
January 12th, 2009
Mr. Tim Foley, PE
Latham -Waiters Engineering
16507-A Northcross Dr..
Huntersville, North Carolina 28078
Subject: Flow Acceptance Request
Abbington Subdivision Phase
Dear Mr. Foley:
This in response 10 the developer's request for flow acceptance received via the
NC DWQ application on October 13th, 2008. The Town of Harrisburg has or
currently expects to be able to make available capacity within its sanitary system
to transport the domestic wastewater from the proposed Abbington Subdivision
Phase 6 project Iocat° along Rocky River Rd. just west of the Hickory Rid.'; Rd.
intersection. This project includes 18 single family Tots.
The wastewater conveyed by this project will be conveyed through a proposed 8"
gravity line and an existing 8" gravity system, then enter WSACC's system at the
existing 12" Fuda Creek Interceptor.
All wastewater improvements to support this developt will be funded by the
developer making the request.
If you have any questions concerning this projeplease feel free to contact us.
Sincerely,
Derek Slocrir-n
Town Engineer
'Working 'I )get
Succe. u
-I° a t
•'Tele h, (704) 4.5S-S r 45 -1 ( ?

FW: Abbington. Phase 6
Subject: FW: Abbington Phase 6
From: "Tim Foley" <[e-mail]>
Date: Mon, 26 Jan 2009 15:28:21 -0500
To: "Dee Browder" <dee.browder
Dee,
Here you go.
Thanks..
From: Derek Slocum [mailto:dslocumarrisburgnc.©rg]
Sent: Monday, January 12, 2009 1.1:41 AM
To: 'Tim Foley'
Subject: FW: Abbington Phase 6
Here you go! Hope this gets you movin....
Any idea when you might provide me with those as-builts for Abbington?
From: Thomas Bach [mailto:TBach@WSAC+C.org]
Sent: Monday, January 05, 2009 3:17 PM
To: Derek Slocum
Cc: [e-mail]; Van Rowell
Subject: RE: Abbington Phase 6
1 of 5
1/26/2009 3:38 PM

Central Files: AP
Permit Number
02/02/09
Q0033790 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
in rev+ew New Project
Perrnit Type Fast 1 rack Version. Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer
dee.browder
Permitted Flow
6480
,ctlity
Permit Contact Affiliation
Facility Natne Majorllylinor Region
Abbington Subdivision Phase 6 Minor Mooresviiie
Location Address
Owner
County
Cabarrus
Facility Contact Affiliation
Owner Name
Town of Harrisburg
/Events
Owner Type
Government A Municipal
Owner Affiliation
Carl Parmer
PO Box 100
Harrisburg
NC 280750100
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
02/03/09 01/26/09 02/03/09 02/03/09
Regulated Activities
Reataptgd/Re lived Events
Subdivision Additional information requested
Wastewater collection
'0utfait NULL
Additional information received
Waterbody Nance Stream Index Number
Expiration
Current Class Subbasin

ROCKY REVER (CHARLOTTE) Ali) III, LLC
923 N. Pennsylvania Avenue
Winter Park, FL 32789
[phone]
SUNTRUST BANK; CENTRAL FLA, NA
F,,at:ran2, FL 327E
PAY TO THE N. C. Dept. of Enviro. and Nat Resources
ORDER OF
.6.32.15X31
00001029
10/6/2008
—480.0©
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Four Hundred Eighty �3r°ad 6i9,166
North Car©lina Department of
Environment and Natural Resources
512 North Salisbury St, Ste 1219
Raleigh, NC 27604
n JDDD 10 290 =:Q LD 2 L5 21:0?? 776 2 2D5680
©OLLaY ry

Fast Track Engineering Cextificat
Permit No, WQ0033790
February 3, 2009
Owner
Jo& A. Davis, Town Administrator
Town of Harrisburg
4100 Main Street
Harrisburg, NC 28075
'on
VWJTPMJQCS
Thomas Bach, WO Systems Eng
WSACC
PO Box 428
Concord, NC 28026
PE
Timothy Foley
Latham-VValters Eng Inc.
16507-A Northcross Drive
Huntersville, NC 28078
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 po(nt, 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 forrn, 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 El Final
717,1‘14 I/
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically, Ej weekly, [I] full time) the construction of Abbington Subdivision, Pfi.seZ, 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 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.

Water � mimes
ENVIRON 9 TAL QUALUTY
February 9, 2017
Mr. Michael Rose, Town Administrator
'Town of Harrisburg
P.O Box 100
Harrisburg, NC 28075
SUBJECT: Final Engineering Certification Acknowledgement
Abbington Subdivision. Phase 6
Permit No. WQ0033790
Perrnitee: Town of Harrisburg
County: Cabarets
Dear Mr. Rose:
ROY COOPER
Governor
AEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 2/6/2017, Enclosed
is a certification page for your records. 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. However, if a full technical review is conducted, you
will he notified of any items of non-compliance.
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 such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, 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 or your company, please complete Form. PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
l�tt :/'portal.ncdenr.org;/web/wgls\vp/ps/cslpnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at (704) 235-21.90, or at
ori.tuvia(i/ncdenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr. Mitch Laharn P.E. (E.-copy)
Central Files
MR.O
Sta n hit rttt C arr lira Environmental Quality Water Resources
61,0 L. CenterAvenue. Sti;F to 3C1, Mcoresv?Ife, NO 2815
Phone: 04-6 3-l'Sl3S ernat: rrww_nedenr.gov

Fast Track Engineering Certification
Permit No, W00033790
February 3, 2009
Owner
Joel A. Davis, Town Ad.
Town of Harrisburg
4100 Main Street.
Harrisburg, NC 28075
"Jw1TPtvVQ CS
"honaas Bach, Util, Systems Eng.
VJSACC
PO Box 428
Concord, NC 28002
Complete and submit this front to the permit issuing regional office
One copy of the project record drawings (plan & profile views of
systern extension
• Supporting design oraiculations (selected pumps, system c:. rve, operatirng noon
generators) or storage greater than longest past three year outage rehabliitr
stations permitted as part of this project
Changes to the project should be c;early identified co the record drawings or
modifications are requdirect for any,,,( at arges resulting,' on co) (lance witht.
minimum design criteria.
PE
Timothy Foley
Latham -Walters I: ng. Inc.
16507 A Northcross Drive
Huntersville, NC 2280T8
ith he following:
sewer ) of the wastewater collection
t, avoidable storage f ostable
option selected) for aray pump
written summary Lorna. Permit
permit,regu_Iations or
This prajett shall not be considered complete nor allowed to operate until this Engineer's
required supporting documentation have been received by the Division, Therefore, i9t is t
that this certification be sent in a manner that provides proof of receipt by the Divis
ENGINEER'S CERTIFICATION
Partial
;ertification and all
ighty recommended
all,
as a dii y registered Prolessianai Lrg ndcr in the State of North Carolina, having been
authori ed to observe (n periodically, n wea kly L 1 full time.) the construction of Abbing ton .Subdivision, Phase. 6, a
Cabarrus County project for the Perrittee, '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 2'T, 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,
Perrritbnq of Pump Stations and Force Mains adopted June 1, 2000 as applicable; arrd other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date
1]re Perini
wastewate
Engineer's Ce
enforcement acti
'esoon
ade tributary
shall be
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
Eking all partial c
wastewater collect)
sidered a violation of t
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ip until a final cent
1 extension prior
and shall sr,bje
ion is received, Any
:ompletlon of this
he Permittee to appropriate"

P MCCRORY
DONALD R. VAN 1)ER 'VAART
S„LAY ZIMMERMAN
Water Re5otirt7t,7...,
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 2/9/17
Project Name: Abbington Subdivision Phase 6
WQ#: WQ0033790
1) As -built has been signed, sealed. and dated by an N.C. PE E Yes —1 No
2) Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches), Yes E No J N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected ( 15A 'NCAC 02T,0305(h)),1 Yes LJ No Z N/A
4) Is Project design is in accordance with (see section 1113 of FTA 12-12)
15A. NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimu
Criteria for Permitting of Pump Stations and Force Mains (latest version). I I Yes
Design
No N/A
Brio, a variance approval is required per the requirements of 1.5A NCAC 02T,0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action,
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A ,copy of the variance letter (or ern.ail correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A 'NCAC 02T .0402(2)) Yes Z No
If Yes, insure that the permit contains the necessary conditionrelated to high priority lines 15A.
NCAC 02'1,0403 (a)(5)
6) Is the Sewer As -built length within 10% ofthe fast track applied Length?
Original length of pipe -- As built length / Original length) < 10%.
If no application need to be modified
Yes Li No
State or North Carolina J Environmental Quality 0 Water Resources ; Water Quality Regional Operations
Mooresville Regional 011ice1610 East Center AVenlIC, Suite 30'1 'Mooresville, North Carolina 28115
704 6613 1699

LATHAM-WALTERS ENGINEERING, INC.
16507-A Northcross Drive
Huntersville, North Carolina 28078
Ph [phone] Fax [phone]
LETTER OF TRANSMITTAL
To: NC D,EQ_
Mooresville R4onal Office
Address: 610 East Center Avenue
Suite 301
Mooresville,_NC 2115
From: Mitch Latham
Date: 02103/1
Re: Abbington Subdivision -Phase 6
Sewer As-Builts
We are sending you: x attached under separate cover via. LS. Mail
the following items:
shop drawings ,prints plans samples
specifications copy of letter x package
Copies Date PNos
Description
01/30/17 3 , As-Builts for Green Park Court -East (Sewer
02/03/17 1 Engineer's Final Certcation (Sewer)
THESE": ARE TRANSMITTED as checked below:
v For approval 0 Approved as submitted
0 For your use 0 Approved as noted
0 As requested 0 Returned as corrections
v.' For review and comment 0 Forms for signatures & submittal
FOR BIDS DUE
Remarks:
Please call if any additk. a
atton is nceded. [phone]
Thanks,
Mitch Latham