WQ0040170_Regional Office Historical File Pre 2018

FAST TRACK SEWER ENGINEERING CERTIFICATION
RECENEDNODENR/DWR.
PERMITTEE: TOWN OF HARRISBURG AlIG 0 5 ?NO
PERMIT WO00.4017()
PROJECT: GRANTILAM SUBDIVISION Pit ASV, 3-4 WORDS
ISSUE DATE: .IUIN 26.2018 MOORESViLLE PEGiONAL, OFFICE
ibis project sbaB riot he considered complete nor allowed to operate in accordance with standard
Condition 7 (if his permit until the Division has received this Certification and all required supporting
documentationit should be submitted in t 'winner that documents the Division's receipt.. Send the
required documentation to the Regional Supervisor.. Water Qualitv Regional Etperations Section at the
address noted in the page (rioter:
An wastewater How made tributary to the wiistewater collection system extension prior to completion
ni this Certification shall he considered a violation of the permit and shall subject the 'Permittee to
appropriate enfOrcement actions. The Pentfittee is 'responsible for tracking, all partial ceraficationsup
until a final certilication is received by the Divisiort„A Final. Certification A:oh be a complete set of
record drawings and design calculations regardless of whether partials have been subrnitted:
PERMITTEE'S ( R FIFICA FION
I., the undersined agent for the Reribittee hereby tSlate that, this project Iris been constructed pursuant. to
the applicable standards & requirements: the Professionid Engineer below has provided applicable
d.esignIconstruetion inforniation to the Permittee, and the Permittee is. prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name. Title
Signature Date
ENGIINLER'S CERTIFICTAi110,1i
L Mitchell S.. Latham., PAL as a. duly registered Professional Lton 11001 n the State of North Catrolina,
having been authorized tO ObSit:1",:V (FX periodically, D weekly, LItull rime) the 'construction of the
project mimelllJ ociition as referenced above for the above. Perrnittec hereby state that, to the hest 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 02T: the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as.
applicable: the Division's .Minitnuin Design Criteriato the Eastfirrack Permitting .of Pump Stations ar]
Force Mains adopted June 1. 2000, ias z:ipplicable: and other supporting materials.
North Carolina Professional Etigincers Seal WiStgIlatitire & date:
0
l'oe
.iffi fc iiii fa, '3 ic.);.,.
. , 1,1,
Final Li PartiAl (include description) -
1'"
: .
ThiS is the remainder of the proposed sewer main for Phase :";.-4 .
2 i646 : z
For Lot i 6t1 - 194 .• • .
Springform Lane - 7 l 6, 1,,,Fi or :
,...CiNt` : .
Howie Lone - 540 L,F, of 8"
Birch Hill Drive - 571 1,„1. 48" ' -4...L. Ii.,,
Certification Comments/Qualifiers (atta -11 ' .ccessl --); Itst4utuillv-,,', , ,
- ,)-1.,x --fi it/ ) 1 ,:r,i, -47'
/1:, 447....:' ,4, ,,, ' 1, ' '
NC DVVR. - Water Quality Regional OperationsSection 51.0 East Center Avenue, Suite 301, Mooresville., NC 28115
Mooresville Regional Office
Phone: [phone] FAX .[phone]

FAST TRACK SEWER ENGI E
PERT TOWN OF HARRISBURG
PERMIT 4: WQ0040 I 70
PROJECT: GRANTHAM SUBDIVISION PHASE 3-4
ISSUE DATE: 26„ 2018
CERTIFICATION
This project shall not he considered con plete nor allowed to operate irt accordance with standard
Coildition 7 of this permit until the Division has received this Certification and all required SUpporting
documernatim It should be submitted in a manner that documents the WVision's receipt,. Send the
required documentation to !he Regional Supervisor, Water Quality Regional Operations Section at the
address noted 11 WIC page Comer.
Any wastewyier flow made t huiar to the wastewt;ger collection system extension priOr to completion
of this Certification shall be considered a violation 0' the permit and shalubject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received bv the Division, A Final Certification stall be a complete set of
record drawings and design calculations, regardless of whether partials have been .submitted.
PERNliFIFES CIRTIFIt'ATION
.1, the undersigned 'agent for the Perm ittee, hereby state that this project ha.s been eonstructed pursuant to
the applicable standards & requirements, the Professional Engineer below, has provided applicable
design/construction information to the Pennittee, and the Perin ittee is prepared to operate & maintain the
wastewtiter collection syStern permitted herein or portions thereof,
Printed Niiirtiei
tt-t aviaqer
ENGINEER'S CERTIFICATION.
aotl
)ate
1M.irche11 5, Latham, P 1 as a t j registered Prafessional Engineer in Inc State of North Carolina,
having been authorized to observe ' periodically, Li weekly, n lull time) the construction of the
prolect name and location as referenced above tbr the above Permittee hereby state that, to the best of my
abilities. due an. and diidgence was used in the observation of the construction such that the construction
was observed to he built within substantial compliance of this 'permit; 5A NCAC 02Tt the Division at
Water Resource's' (Divisioni Ciravity Sewer Minimum Criteria a.doped February 12, 1996. as
tipplicable: the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force MuirLs adopted June 1, 2000, as applicaNe: and other supporting itiaterials.
ovitortip
North Carolina ProfessionaI Engineer's Set:d wisignature & date:
El Final E Partial (include description)
Phase 3 of Grantham Subdivision
rdmore. - ,411). L.17. 018"
cos 157-1.5.9)- 209 f1 018"
Stiles \Vali - 41 018"
Certification ( omments/Qualifiers (attach, if necessary):
CAR
fl SEAL
17646
'41:LL 5,0;:vo°
NC DWR —Water Quality Regional Operations Section 010 East Center Avenue, Suite 301Mooresville, NC 28115
Mooresville Regional Office Phone: (704) 6E1-3-1699 FAXi (704)-633-5040

RECPI TO/NCOENRIDWR
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040170
PROJECT: GRANTHAM SUBDIVISION PHASE 3-4
ISSUE DATE: JULY 26, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shifl be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
WQROS
MOORL' SKLE REGIONAL, OFF10E
PERIVIMEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer belovi, has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
\co' C ^iVa,
(,!jr lor ?‘ C/ (//'
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
Mitchell S. Latham, P.E. . as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, 0 weekly, Li full time) the construction of the
project name and location as referenced above for the above Pemiittee 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 02T; the Division of
Water Resources' (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 I, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
LJ Final IJ Partial (include description)
For Lots 210-215
Sewer tie-in to Phase 1 - 867 L.F. of r
Ardmore - 1659 L.F, of 8"
Parkhall - 648 L.F. of 8"
Certification Comments/Qualifiers (attach if necessary):
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone, [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040170
PROJECT: GRANTHAM SUBDIVISION PHASE 3-4
ISSUE DATE: JULY 26, 2018
RECtiNtFONCOR4Rit3WR
MAY — 2019
ER4ERE0
R E S1,1 L„ LE" R E G 10 NA 1,„ OFF:ICE
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection. system extension prior to completion
of this Certification shall be considered a violation of the .permit and shall subject the Permit -tee to
appropriate enforcement actions. The Pennittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION'
the undersigned agent for the Permittee., hereby state that this project has been constructed pursuant to
the applicable standards & requirements,. the Professional Engineer below has provided applicable
design/construction information to the Pennittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Signature Date
ENGINEER'S CERTIFICATION
1. Mitchell S, Latham, P.E. , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Fs! periodically, LJ vveekly, the construction of the
project name and location as referenced above for the above Permittce 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; I.5A. NCAC 02T; the Division of
Water Resources' (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 I, 2000„ as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final J Partial (include description)
For Lots 210-215
Sewer lie -in to Phase 1 - 867 1.—F: of 8''
Ardmore - 1659 L.F. of 8"
Parkhall - 648 I F. of 8"
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresviile, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

R.OV COOPER
C;ovcrrw.
MICHAEL S. REGAN
secroary
LINDA CULPEPPER
1,710,1( Oireciar
;,'Va ter Rfr5ource s
July 26, 2018
Mr, Robert Donhana, 'fown. Engineer
Town of Harrisburg
41.00 Main Street
Harrisburg, North Carolina 28075
Subject: Permit No, WQ0040170
Town of Harrisburg
Grantham Subdivision Phase 3-4
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Donha.m:
In accordance with your application received July 24., 2018,.we are forwarding herewith Pemit No.
WQ0040170 dated July 26, 2018, to the Town of Harrisburg (Permittee) .for the construction and
operation upon certification of the subjectwastewater 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 .pemit and is therefore incorporated
therein by reference,
PLease pay particular attention to the .following conditions contained wthin this pemilt
Condition Hi: This permit shall not be automatically transferable; a request must made and approved.
Condition 11,4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A. NCAC 21 .0403 or any individual system -wide collection system
permit issued to the Permittee,
It shall be the responsibility. of the Permittee 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 §1.43-215.6C, construction of additio.nal or replacement wastewater
collection facilities, andlor referral of the North Carolina -licensed Professional Engineer to the licensing
board,
If any: parts, requirements, or limitations contained in this permit are unacceptable, you have the right to.
request an adjudicator, hearing upon written request within 30 days following receipt of this permit. [his
request must be in the form of a written petition, conforming to Chapter 15013 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.
State of ot-Th, (arolina! Enviyonmentai Qua* Water Resources Water Qualuy .Regional Operations
VloaresvliI Ronal C)flice ' 6'10. East Centei Avenue,. Suite 30 I Mooresville North aroirta 28115
704 663 1699

'you need ad iticrnal ormation concerning this
vla -mail at riitus'we-'ne ien,ov.
Sinc
A
nd"bye
H P�
F1 1 FB69A2D84A3
n W. Corey Basinger, Regional Supervisor
Water Quality Regional mnal perations Section
Division of Water Resources, NCDFQ
itch Latham, P,E. (E-copy)
a resville Regional Office Files
Water Resources ur"ces central Files
PLR". E-copy)
please contest 0ri '1` uvia at((704) 23 2190 or
Page 2 of

STATE OI$ NORTH CAROLINA.
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMI1
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
Cabarrus County
for the construction and operation of approximately 8,607 linear feet of 8-inch gravity sewer, to serve
1.1.7 3-bedroom units as part of Grantham Subdivision Phase 3-4 Project, and the discharge of
42,120 gallons per day of collected wastewater into the Water and Sewer Authority of Cabarru.s
County's existing sewerage system, pursuant to the application received July 24, 2018 , 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 fided and approved by the Department of Environmental. Quality and considered a part of
this permit.
This permit shall be effective from the date ofisusuance until rescinded and shall be subject to the specd
conditions and limitations contained therein.
D©cuSdgned by: E
A w fl
PastA
F161 FS69A2D84A3...
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Co
Permit Number: WQ0040170
Permit Issued: July 26, 2018
s
ion
Page 3 of 8

SUPPLEMENT TO PERMI
COVER SHEET
Town of Harrisburg is hereby authorized to:
Construct, and then operate uponcertification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit.
Number NC0036269.
Pennitting of this project. does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified. below..
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 42,120 CiPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division, [15A NCAC 021%0304 (T-)1
IL STANDARD CONDITIONS
1. This permit is not 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. [15A NCAC 021-.0104; G,S 143-215,1(d3)]
2. 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's Gravir\,, 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, [15A NCAC
02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes escribed in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Perminee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15.A NCAC 2T .0403. If an individuai.
permit is not required, the following performance criteria shali be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. .A snap of the sewer system shall be developed and shall be actively maintai.ned.
An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented,
d. Pump stations that are not connected to a telemetry system shall he inspected every day
days per year). Pump stations that are connected to a telemetry system shall be inspecte
once per week.
.e. 365
at least
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at Iea5t once per year.
Overflows and bypasses shall he reported to the appropriate Division regional office in.
accordance with 15.A. NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
h. A Grease Control. Program is in place as follows:
I. For public owned ,collection systems. the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and 'residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems,
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1)and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system,
5. The Permitree shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
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 SSO an&or spill over 1,000 gallons; or
c, Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or axed information is perrnis,sible, but this shall not be considered as the initial
verbal report„ Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall tile a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within .five days following first
[mow ledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [CIS. 143-
215.1C(a1)]
6. 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. [15A NCAC 02T.0 i 08(h)]
7,. 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. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineers
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, .Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents a
provided as applicable, Supporting documentation shall include the following.:
a„ One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or [)VI) disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc,
(inc copy of the supporting applicabledesign calculations including pipe and 'pump sizing,
velocity, pump cycle times, and level control, settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ,ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, include travel
timefratnes, shall be provided.
c, Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly' identified on the record drawings, on the certification
in the space provided, or in written summary form,
Prior to Certification (Final or ,Partial.): Permit, modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 1.0% or greater, increased
flow, pump station design capacity design increases of 5°,/0 or greater, and increases in the
numberltype of connections), regulations, or the Minimum, Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum, Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. if there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)[
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02'T .0116]
10; 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, 1.996, 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. 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.
[15A NCAC 02T ;0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may he imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215,1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040 I 70
PROJECT: GRANTHAM SUBDIVISION PHASE 34
ISSUE DATE: JULY 26, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Qualiry Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMrTTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
• as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (.] periodically, E weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best ofmy
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 0217; the Division of
Water Resources' (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 w/signature & date:
El Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
ompleted by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's nine: Town of Han ijburu Public Works (company, municipality, HOA, u
2. Applicant type: Li Individual LI Corporation
Federal © State/County
3. Signature authority's name: Robert Donham
General Partnership d Privately -Owned Public Ut
Ej Municipal
Title: Town Engineer
4. Applicant's mailing address: 41t10 €�vl:ain St.
City: Harrisburg State: N( Zip:. 817-,,,__,m,-
5. Applicant's contact information:
Phone number: [phone] Email Address: rd.onhanil harrisburgnc.org
© Other
per 15A 1 CAC 02T .0106(b)
RECEIVE
PROJECT INFORMATION:
I. Project name: Grantham Subdivision
2, Application/Project staters: Proposed (New Permit) Li Existing Pe. .Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00_,_m
3. County where project is located: Cabarrus County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.27° Longitude:-80,65'
5. Parcel ID (if applicable): 55056635 50000?0
(or Parcel ID to closest. downstream sewer)
CONSULTANT INFORMATION:
L. Professional Engineer: Mitchell S. LathartL
Firm: Latham -Walters Engineering, Inc_
Mailing address: 16507-A Northcross Drive
City: Huntersville
e Number: 17646
State: NC Zip: 28078-
Phone number: [phone] Email Address: m'itchClwengineer.com
STEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name: Rocky River RegionalWWTP Permit Number: 044'75
Owner Name: Chad VonCanou
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WO Downstream (Receiving) Sewer Size: 36°" & 8°' inch
Systetn Wide Collection System Permit Number(s) (if applicable): WQCS_ ._
Owner Nameis):
',dux i' O S
FORM: F'I'A 04-16 Page of 5

GENERAL REQUIREMENTS.
the Applicant. is a Privately -Owned Public Lit , has a Certificate of Public Convenience and Necessity been attached?
11 Yes ON° ZNIA
2, If the Applicant is a Developer of lots to has a Developer's Operational AmeementIFORM: DEV) been attached?
Yes ON° N/A
3„ If the Applicant is a Home/Property OwnersAssociation.. has an Operational Agreement (FORM:1- HOA) been attached?
ri Yes N/A
4. Origin of wastewater: (check all
El Residential Owned
II Residential Leased
El school / preschool / day care
[11] Food and drink facilities
LI Businesses / offices / factories
ia apply)
[I] Retail (stores, centers, malls)
[1] Retail with food preparation/service
El Medical / dental / veterinary facilities
Li Church
Lil Nursing Home
5„ Nature of wastewater 100°/0 Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02'F .0103(20))
Mere a Pretreattn.ent Program in effect?
El Car Wash
El Hotel andlor Motels
E] Swimming Pool /Clubhouse
7 Swimming Pool/Filter Backwash
El Other (Fxpiain in Attachment)
Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .0111.4(0? [1] Yes o
lives, provide a copy of flow reduction approval letter
7. Summarize wastewater generatedb,y project:
lishment Type (see 02T.0114(1)
Dwelling Units
a
Daily Design Flow a.'
360 gallday
gatgal
gal/
gal/
gal/
No. of Units
117
'Flow
42,120 GPD
GPD
GPD
GPD
GPD
GPD
42,120 GPD
See 15A NCAC 021 .011:4(b)(0)111:andle)(2) for caveats to wastewater design flow rates (., minimum flow per
dwelling; proposed unknown non-residential development uses. public access facilities located near high public use areas,;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S„ 42A-4).
b Per I5A NCAC 02T „0114(c), design flow rates for establishments not identified [in table 15A NCAC 0217..01141 shall be
determined using available flow data, water using fix[ures, occupancy or operation patterns, and other measured data.
8„ Wastewater generated by project: 42. I20 GPD (per 15.A. NCAC 021' .0114)
.`/%- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate wh.y:
111 Pump Station or Gravity Sewer where flow will he permitted in subsequent permits that Ldnnecr to thisine
I] Flow has already been allocated in Permit Number: __a
[-I Rehabilitation or replacement of existing sewer with no new flow expected
[1] Other (Explain):
FORM: ETA 04- [6
Page 2 of 5

VII. GRAVITY SEWER ,DESIGN CRITERIA (IfApplicable) - €122T .©305 & MDC (Gravi Sewers).
1. Summarize gravity sewer to he permitted:
Length (feet)
Section II & III of the MI C for Permitting of Gravity Sewers contains information related to design criteria
r Section IIl contains information related to minimum slopes for gravity sewer(s)
' Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (.If Applicable) — 02T. )305 & MDC (Pump Stations/Force iV ains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name::
2.. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design Clow of the pump station: _ million.s gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _.__. gallons per minute at feet total dynamic head (TI)H)
5. Summarize the force main to be permitted (for this Pump Station):
Power reliabili
acc
Size (inches) 1 Length (feet)
dance with l NCAC 02T ,03050)01
Material
j Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T ,0305(h)(1)(R'):
Required for ;all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
;r Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Portable power source wit:
.0305(h)( 1 )(C)
ivation, quick -connection receptacle and telemetry - 15A NCAC 02'1'
Portable pumping unit with p1ufged emergency pump connection and telemetry - ISA NCAC 02T .0 305(h)(1)(C)t
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft .agreement)
and is compatible with the station.
.>" If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities .and the natation schedule of the portable power source or pump, including travel timefrrnes, shall be provided
in the case of a multiple station power outage.
FORM: I TA 04-16

1X. SETBACKS & SEPARATIONS --- (02B .0200 & 15A NCAC 02T .030.5(0):
1, Does the project comply with all separations found in 1,5A NCAC 02T .0305(04 (g)
5A NCAC 02T.0305(1) contains minimum eparations thatshall be provided
Setback Parameter*
d other utilities not listed below (vertical)
ains (vertical -water over sewer uicluding m benched trenches)
mins horizontal
Reclaimed water lines (vertical -reclaimed over sewed
Reclaimed water lines (horizontal - reclaimed over sewer),
**Any private or public water supply source, including any Wells, WS-1 waters of Class 1 o
Class 11 impounded reservoirs used as a source of drinkin)J water
• Waters classified WS (except WS-1 or WS-V), 13, SA, ORW. HQW, or SB from normal
• high water (or tide elevation) and wetlands (see item IX,2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
5 feet
r s stems.
paration Required
24 inches
8 inches
10 feet
1 inches
2 feet
100 feet
Any building foundation
Any basement
50 •feet
10 feet
_Top slope of embankment or cuts of 2 feet or more vertical, height 10 feet
Drainage systems and interceptor drains 5 feet
10 feet
36 inches
Any swimming pools
Final earth grade (vertical)
• 15A NCAC 021,0305(4) contains ,alternatives where separations in 02 1 .0305fl cannot he achieved,
• **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
• noncompliance with 02E0305(0 oil(g), see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation)
`.? See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required ifhe alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213 .0200? Yes r
• This would include Trout Buffered Streams per 15A NCAC 213.0202
No
No
No
E.
4, Does the project comply with it an individual 404 Permor any 401 Certifications? Yes J No
• Wetland-relatedpermits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
• Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project cornply Nvith .15A NCAC 0.2T,0105)(6) (additional permits/certifications)' Z Yes No
Per 15A NCAC 02T,0105100.), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, issuance of this permit is contingent on issuance of dependent, permits (erosion and
sedimentation control plans, storinwate•r management plans., et0,
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per 15A NCAC 02T,0402, "high-prioritv sewer' means "any aerial sewer, sewer contacting surface'kvaters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
Z Yes No
If yes, include an attachment with details for each line, including. type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit,
FORM: ETA 04- 16 Page 4 or 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum DesjgtCtjteda for the Permittin of Put Stations,
and Force Mains fiatest version), and the Gravny_Sewer Minimum Design Criteria (latest version) as applicable?
Yes LINo
If No, complete and submit the Variance/Alternative Design Request application (VADC I 0-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's Certification:
(Professional Engineer's name from Application Item 111.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215,6A and 1.43-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
North Carolina Professional Engineer's seal, signature, and date:
1 Applicant's Certification per ... A NCAC 0' ' .0106(6):
Signature Author & title from
.ication Item I3,)
his application for
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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated, I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215,6A and 143-2115.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation..
Signature:
Date; 5-79( /
FORM: ETA 04-'16
Page 5 of 5

of Water Rem) CS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow .Acceptance for Collection System:
City of Concord OCity of Kannapolis El Town of Harrisburg
]Charlotte Mecklenburg Utilities
Town of Mt, Pleasant
Project Title, Description, and Number of Lots/Unit: Grantham Subdivision, 11.7 Lots
Project Title: Grantham Subdivision
Description. Gra.nthain Subdivision Lngjj emgp1ans and specifications, as prepared and, sealed b Mitchell S. Lathani,NCPL,
w.ith Latham -Walters Engineering,inc. for the w.astewater, collection system extension consisting of approximately 8_431 linear
.feet of 8-inch sanitary. sewer with 37 manholes and other a. ..iurtenances to serve 117 lots 'located near Reedv Creek, near
.Mcck/Cab Co_ I inewitha wastewater dischargeof 422120 ()pp. (i 1.7 lots w/ 3bedroorns x 3,60:c.jyr))
What is the quantity of flow that will be discharged? 42,1.20 GPD
Flow type:
El 'Domestic 100 1 Commercial LJ Industrial
Section I - List the jurisdiction's pump stations located between the project connection point and the WSACC
ntercestor cocacornkction Doint,
Pump Station
(Name or Number)
(A)
Firm Capacity Design Average Daily Flow "
MCI) (Firmipll)
MGD
(B)
Approx. Current
Average How
NIG!)
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(n)
Total Current How Available
Plus Obligated Flow capacity***
MGI)
MC[)
The Firm Capacity ofany pomp station is defined as the maximum piamped flow that can he achieved with the largest pump taken out of service,
"Design Average Daily Plow k the firm capacity of the pump station divided by a peaking factor not less than 2„5.
Planning Assessment Addendum shall he attached for each pump station located between the project connection point and the WWII' ishere Available Capacity is <O.
Section IL Jurisdiction's Certification Statement:
certify that, to the best of illy knowledge, the addition of the volume of
;- -------
wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow
from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream
pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the planned
improvements identified, in the planning assessment where applicable. This analysis has been performed in accordance with
local established policies and procedures using the best available data. This certification applies to those items listed above in
Section 1 plus all attached planning, assessment addendums for which, to the best of my knowledge, will not adversely affect the
downstream sewer apacityigijature of this form indicates acceptance of this wastewater flow.
jurisdiction's Signing Official Signature
5-1;L/Lk
„Date
Revkon Datei 08 9/13

WSACC
glit.2N NC Slu-P-tibli Seal •
Mr. Haynes Brigman
Town Manager
Town of 'Harrisburg
P.O. Box 100
.Harrisburg, NC 28075
June 29, 2018
Subject: Flow Acceptance Regnest - Town of Harrisburg
Grantham Subdivision Phases 3-4
Dear Mr. Brigman:
WATER SEWER AUTHORTIN
OF CABARRIJS COUNTY
232 Davidson Hwy.
Coricard, NC 25027
704.786.178.3 • 704.795.1564 Fax
www.wsaccorg
This is an approval of the flow acceptance request received by the Water and Sewer Authority, of Cabarrus
County (WSACC) from the Town of Harrisburg on June 27, 2018. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant andappropriate sewer interceptors to transport and treat the
domestic Nvastewater from the proposed project entitled Grantham Subdivision Phases 3-4, located near Robinson.
Church Road in Harrisburg. 1 he referenced project includes a subdivision expansion with 117 three -bedroom
single-family homes, Nvith 42,120 gallons per day (gpd) wastewater flow projected.
71:"‘he wastewater generated by this project will he conveyed through a proposed gravity system, throughthe
existing TOWFI of Harrisburg gravity system, and then enter WSACC's system at the existing 36-inch R..cedy
Creek Interceptor. WS.A.CC agrees to accept wastewater from the proposed development based on information
provided by Latham -Walters Engineering, Inc, (Civil Engineer for the project) using North Carolina..Department
of Environmental Quality (NCDEQ) Wastewater flow guidelines.
The 'WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — .2006,
funding Capital .Projects entirelyfrom Capital .Reserves, and WSACC expects to continue this policy into the
future, Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and -funding availability. It should be noted that the list and schedule of
C:IP projects are tentative and are revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approvEt1 is
rescinded and a second request and a.pproval will he required. Please notify WSACC, 111 writing, when
construction of this project is initiated.
If you have any questions. please call 100 at [phone], extension 228,
Sincerely,
it
(,) •
'Fhomas Hann, PE
Lhility Systems Engineer
cc: TOM PolitolHarrisburg
.Mitehell. S. Latham, PE/Latham-Walters .Engineering, Inc,
Micha.el Wilsort/WSACC
Tim Kiser, PE/WSA.CC
Chad VonCannon, PE/WSACC
Mark. tomax./WSACC

Div isii rs o
Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow t rackin ;fAcceptance for Sewer Extension Applications
(FTSE—04/16)
(WSACC USE ONLY) Grantham Subdivision Phases 3-4
Sect on I. Name of waste
nt tacilityF (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility Perarait #NCO036269
Muddy Creek Wastewater Treatment Facility — Permit. # NCOO81621
W VIP facility's permitted flow, NIGI
Estimated obligated flow not yet tributary to the W'4'TP, MGI,) t7
WWTP facility's acttlttl ttt#g. daily tlow, MD
Total flow for this specific request, MGI)
Totalg ...__m
actual and obligated flows to the tacPlity,
Percent of permitted Clow used
26.500
2335
17.040 (64,30% of mit)
0.042
1q.41 i
3.27%
Section H. Pump stations alo
Pump Station
(Name or Number)
16.4
vv r Rocky River PS
ICa
route from the Jttrisdietion's connection point to the Vv
(i3)
Approx. (tairrent
1.5506
" The Firm Capacity of any pump station is defined as the m:asimaum pumped flow thntcran be achieved wah
*".Design Average Daily Flow is the firm capacity of the pump station divided by a peak
*a I tanning A,sae.ssme.nt Addendum shalt be attached for each pump station located be
Obiigsxtcd, Not Yet
Tributary LTtai'N Flow
MGI)
0.4tt4
(U) =(f3+C)
Total Current blow
Plus obligated Flow
MGn
1.910 [ 4,690
gest pump taken out of ser'v=ice.
Capacity is 0
tion III. WSAC(. Certification Staternent:
1.1. Thomas Hahn, Pam, c.ertif i to the 'best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACCinterceptor°to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream. pump station en route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment Where
applicablen This analysis has been performed in accordance with local established policies and procedures using the best
available data, This certification applies to those items listed above in. Section t and. Section II plus all attached planning
assessment addendums for which I atn the responsible party. Signature atlas tlris firm. indicates acceptance of this
wastewater flow,
r
Dade

Division
Resources
FTSE PLANK
Flow Trac
P
State of North Carolina
Department of Environmental Quality
Division of Water Resources
for Sewer Extension Permit Applications
(FTSE-01/14)
ING ASSESSMENT ADDENDUM (PAA)
Submit a Planning Assessment Addendum for each pump station located between the project
connection point and the WWTP listed in section 1 or 2 whereAvailable Capacity is < 0.:
Pump Station Name (Number):
Pump Station Address:
Given
a. �1"he proportion and amount ofpaccoun
p � �Obligated, Not 'et `T`ributarp� Daily 1MElow (') accoun
% and MGD of the Available Capacity (E) in
Pump Station nana.e) and that:
The rate of activation ofthis obligated, not yet tributary capacity is currently approximately
MGD per year; and that
A fi.tnded Capital Project that will provide the required platttted capacity, through CIP
project (name)
is in design or under construction with a planned completion date of and/or
l"he following applies:
rihererore:
(..riven reasonably expected conditions and planning information, there is su.
to allow this flow to be permitted, W
•t to system infrastructure,
thout a significant likelihood of over-allocat
g
jtrstifiicatior•
capacity in
1 understand that this does not relieve the collection system owner from complying with G.S.
14:3-21567(a), which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
z/(>
Revision Date: O8/09f1 3

TE EiGI N , INC.
.ERING PLANNING SITE DEVELOPMENT
16507A NORTHERS DRIVE
MONTE LLE, NC 078
hr oary 12, 2018
Attention
NCDEQ
610 L. Cent
Mooresville. Nc
Project Location: Harrisburg, NC
Project Name: Grantham ubdi shin Phas ; -4
Subject: Fast 1`rack Sewer System Applicationplicatiot u a
Phase -4 of Clranthaar Subdivision consist of 117single4arn.:ily=° lots pical layout
of 3 'bedrooms. With a daily discharge of 360 GPD for each hone, the c .lc 1 flow
for Phases 3-4 of Grantham is approximately 42,120 GPD.
be attire subdivision is adjacent to Robinson Church Rd. (.R. 1168) and Reedy (rcck.
The e er network from prase 3-4 will tie-in to a manhole that was constructed in phase 1- .
ut al aotthe existing sewer network ties -in to the Reedy Creek Interceptor near manhole
96.
thrum -Walters Engineering,
los ,.cane
PHONE () 895-8484
[e-mail]