WQ0039399_Regional Office Historical File Pre 2018

Water Resources
EN:nROSPIEN ,QUALfrY
August 10, 2017
Mr. Thomas Polito, Public Works Director
Town of Harrisburg
4100 Main Street
Harrisburg, NC 28075
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039399
Town of Harrisburg
Harris Square - Retail Center
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr.
In accordance with your application received on August 9, 2017, we are forwarding herewith Permit
No. WQ0039399 dated August 10, 2017 to the Town of Harrisburg (Permittee) for the construction
and operation ti on certification 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shall be effective from the date of issuance until rescinded and shall.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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved..
Condition 11.4 Requires that the wastewater collection facilities be properly operated and maintained.
in accordance with 15A NCAC 2T .04.03 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 §143-21 5.6A through §1 43-215.6C, construction of additional or replacement
wastewater collection facilities, and/or 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 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.
State of North Cantlina I Environmental Quality i Water Resources Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I tvleoresville, North Carolina 28 I 5
704 663 1699

If you need additional information cone e: i t
or via email at :rz .tu i @n denr go .
Sincerely,
r atte
ple e contact r°i Tuvia at ) 2190
1
-bar W . Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Matt Edwards, PE -c py)
Mooresville Regional Office Files
Water Resources Central Files
PERCS S ( -copy)
Page 2 of

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 2,606 linear feet of 8-inch gravity sewer; to
serve as part of Harris Square - Retail Center , and the discharge of 18,748 gallons per day of
collected wastewater into the Water and Sewer Authority of Cabarrus County existing sewerage
system, pursuant to the application received August 9, 2017, and in conformity with 15A NCAC
2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the specified conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039399
Permit Issued: August 10, 2017
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
TOWN OF FIARRISBURG is hereby authorized to:
Ngi
Construct, and then operate upon certification 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.
Permitting 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.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 18,748 GPD, 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 02T.0304 (b)]
II. 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 02T.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 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. [15A NCAC
02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NC AC 02T .0110]
4. 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: [15A NCAC 02T .0108(b)]:
Page 4 of 8

pr
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 map of the sewer system shall be developed and shall be actively maintained.
c. 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 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
documented.
g.
six months and inspections
A general observation of the entire sewer system shall be conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-21, 5.1 C.
h. A Grease Control Program is in place as follows:
1 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 Perm ittee 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 and/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 faxed information is permissible, 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 file 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
knowledge of the occurrence, This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 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,0108(b)]
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 Engineer's
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 are
providedas 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 DVI) 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.
b. One copy of the supporting applicable design 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 stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, 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 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number!type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 5 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]
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 perrnit 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 02T .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, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, 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(6)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be Unposed 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 #: WQ0039399
PROJECT: HARRIES SQUARE - RETAIL CENTER
ISSUE DATE: AUGUST 10, 2017
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 shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'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 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 Eineer in the State of North Carolina,
having been authorized to observe (E periodically, ri weekly, LJ ftdl time) the construction of the
project name and location as referenced above for the above 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 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 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
El Final D Partial ((nclude 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
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Nuiriberk&Z a0 0 Ube conlipletul by
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Harrisbur. (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual
El Federal 0 State/County Municipal
3. Signature authority's name: Tort Polito per I5A NCAC 02T .01061121
Title: Director of Public Works
4. Applicant's mailing address: 4100 Main Street
City: Harrisburg State: NC Zip: 28075-
5, Applicant's contact information:
Phone number: 7UILD 455-0727 Email Address: tpolitogliarrisburgric,org
0 Corporation General Partnership
WOHOS
moORESV OFF iCE
Prilrately-Ovmed Public Utility
0 Other
IL PROJECT INFORMATION:
1. Project name: Harris Square - Retail Center
2. ApplicationfDroject status: Proposed (New Pern-iit) 0 Existing Permit/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
3. County where project is located: Cabarrus
4, Approximate Coordinates (Decimal Degrees): Latitude: 80,646439° Longitude: -35.320 74°
5. Parcel ID (if applicable): 5507859845
(or Parcel TD to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Matt Edwards License Number NC032640
Firm: Kiniley-Horn and Associates. Inc.
Mailing address: 200 S. Tryon Street, Suite 200
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional 'MVP Permit Number: NC0036269
Owner Maine: Water 8c Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 36 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00009
Owner Name-(s): Water & Sewer Authority of Cabbarrus County
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes EjNo N/A
2, If the .Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEK) been attached?
[1 Yes EINo N/A
3. If the .Applicant is a Home:Property (1)wriersAssociation., has an Operational Agreement LEORM, HOA) been attached?
El Yes ON° 2N/A
4. Origin of wastewater: (check all that apply):
[I] Residential Owned
El Residential Leased
I: School preschool / day care
LJ Food and drink. facilities
El Businesses offices / factories
5, Nature of wastewater
Retail (stores, centers, malls)
Retail with food preparationfservice
Ell Medical / dental veterinary facilities
Ej Church.
Ej Nursing Horne
% Domestic/Commercial 100 0 Commercial
LI Car Wash
El Hotel and/or Motels
Ej Swimming Pool /Clubhouse
El Swimming Pool Filter Backwash.
El Other (Explain in Attachment)
% Industrial (See 15A NCAC 02T .0103(201)
Is there a Pretreatment Program in effect? El Yes El No
6.. Has a flowreduction been approved under 15/k NCAC 0211.0114W? El Yes
)> lives, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
stablishrnent Type(see 02T.0114(
Grocery with food preparation
Stores and shopping centers without lo
Shopping Center with food preparation
Daily Design Flow a'b
130 ga1/1000
100 gal/1000 sf
130 ga1/1000
gali
No
gal/
gal/
No. of Units
45,600
21,600 sf
82,000
Total
See I5A 'NCAC 021 .0 I 14(12),_(i1l, LOW and (e)(2 for caveats to wastewater design flow rates (i,e., 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 he used as vacation rentals as defined
in (iS, 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1.5A Ki\C J1:21-.(1 1 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18,748 GPD (per 15A NCAC 021 14)
Do not include future flows or previously permitted allocations
If permitted -flow is zero, indicate why:
E] Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Ej Flow has already been allocated in Permit Number:
El Rehabilitation or replacerncnt of e.xisting sewer with no new flow expected
El Other (Explain):
FOR:1\4: ETA 04-16 Page

VII, GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T ,0305 & MDC {Gravity Sewers)
1. Summarize gravity sewer to be permitted;
Size (inches)
8'
0
226
PVC
➢ Section 11 & IlI ofthe MDC for Permitting of Gravity Sewers contains information related to design criteria
9 Section III contains information related to minimum slopes for gravity sewer(s)
9 Oversizing lines to meet ,turtia u n slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If A,ppl'icable) 02'I' .0305 & MDC {Punip Stations/Force uMRins):
COMPLETE FOR EACH PU1'vH' STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: _ _
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s); gallons per minute at feet total dynamic head (TDH)
5. Summarize the force stain to be permitted
C. Power reliability in accordance with 15A MCA( 02T„03051
© Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B)
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
9 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 with manual activation, quick -connection receptacle and telemetry - 1 5A NCAC 02T
.0305(h)(1)(C)
rtable pumping or with p1u±fed emergency purttp connection and telemetry - 15A NCAC 023' .030a(h)(t)(C):
9 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.
9 lithe portable power source or putnp is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timefratnes, shall be provided
in the case ofa multiple station power outage.
PTA 04-16
Page 3 of 5

LX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T ,0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T ,0305(I)A(g)
15A NCAC 02T,0 contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
orin sewers and other utilities not listed below (vertical)
Vater sivertical-water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal -reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water --+-
100 feet
*Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
h water*de eIevationand wetlands (see item LX.2)
y other stream, lake, impoundment, or ground water lowering and surface drainage
Yes [I No
SeparationRequired
24 inches
inches
10 feet
18 inches
2 feet
Drainagesrtems and interceRtor drains
yswitntning pools
Final earth grade (vertical)
`cal het&
50 feet
10 feet
5 feet
10 feet
36 inches
> I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305.(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpave
> If noncompliance with 02T,0305(f) or (g), see Section X of this application
2. 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 if die alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
X Yes L.1 No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 028 ,0200? Yes El No
> This would include Trout Buffered Streams per 15A NCAC 2B4O202
4, Does the project comply with an individual 404 Permit or any 401 Certifications? M Yes LI No
> Wetland -related permits 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 comply with 1.5A NCAC 02T,0105(c)(6) (additional permits/certifications)? Yes El No
Per 15A NCAC 02T,0105(e)(6), 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, stormwater management plans, etc,),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 1.5A NCAC 02E0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
J 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 021'.0403(a)(5) or the permitees individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIPICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minima
3esign Criteria Co
and Force Mains (latest version), and the Gravity Sewer Minimum Designw
! Yes [l No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. A
riteria (latest ve
he requeafis requ)r•ed parlor to subntlttal of the Fast Track A
2, Professional Faineer's Certification:
Profe
om ,application Item ITL 1.)
mittintvf PumTz
applicable7
td surrrttrrtin documtrrrts
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 hest 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
Minicnurn 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 — hi accordance with General Statutes 143-2I5.6A and 143-215.68, 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 .fir rA 1C A f f
Applicant's Certification peA NCAC 02T .Oi46(b):
(Signature Authority's name title from Application Item
this applicat
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. I 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 14 -21 ,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 $10,000,1 a well as civil penalties up to $25,000 per violation.
Signature:.
Date.
FORM: PTA 04-16
Page 5 of 5

Legend
Proposed Sewer
- NC Roads
wra�er.rF Property Boundary
Prepared For.
Lad Furser & Aefodaln
4530 Park Road, Swle 410
CilbfltNtr, NC 23209
Project
Harris Square -- Retail Center
Cabamis County, Harrisburg,, NC
Date
3/30/17
4TE LOCATION
Proj+ ct Number
015526028
500 1,000 2,000 Feet
Figure
Prepared by Vrthan Tick
Kimley>>)Horn

nr
Legend
NC Roads
Pispamd F.
Lc Purser &
4530 Park Road, Svc 410
Chutotte, NC 28209
vel Map
Projec
prUe
aa1
or if fDT
51413 kyrg"
Harris Square — Retail Center
Cabarrus County, I larrisburg, NC
Date
3/30/17
Sour(
USGSuw
SITE LOCATION
0 800 1,600 3200,Feet
1 1
Project Number
015526028
Figure
2
Preo.lr<4 b) N)Oun TiC4
KimleyoHorn

WSACC
Haynes Brigman
'Town Manager
'Town of Harrisburg
P„0, Box 100
Harrisburg, NC 28075
Subject:
June 29. 2017
flow Acceptance Request - Town of Harris turg
Harris Square Retail Development
Dear Mr. Brigman:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704.786,1783 4 704,795,1564 Fax
www,wsamorg
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 2, 2017 through June 23„ 2017, WSACC has or will have capacity at the Rocky River
Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the cormnereial wastewater
from the proposed project entitled Harris Square Retail Development located along Highway 49 in Harrisburg, 'The
referenced project includes a 45,600 square -foot grocery store with food preparation, 20,600 square feet of stores and
shopping centers without food, and 82,000 square feet of „shopping center with food preparation, with 18,648 gallons per dav
(gpd) wastewater Row projected.
The wastewater generated by this project wili be conveyed through a proposed .gravity sewer extension, through existing
Town of Harrisburg gravity system, and then enter WS.ACC's system at the existing 54-inch Rocky River Interceptor
WSACC agrees to accept wastewater from the proposed development based on information provided by Kimley-Horn and
A.ssocitites, Inc. (( ivil Engineer .for the project) using North Carolina Department of Environmental Quality (N( DEQ)
‘raStewater flow .vlidelines„
The WSACC Capital Improvement Program (CEP) has been on pay as you go since Fiscal Year 2005 -- 2006, funding Capital
Projects entirely .from 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. 'lion' local ,governing bodies, reguhdory approvtil. and funding
availability, At this time there are no scheduled upgrades in the current six year CIP to WSACC facilities located downstream
of this proposed project, it should be noted that the list and schedule of CIP 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 approval is rescinded and a
second request and approval vill be required, Please notify. WSACC, in writing, when construction of this project is initiated,
Ryon have any questions, please call .m.e at (7(14) '786-1783, extension 228
Sincerely.
J, Thomas Hahn, PE
Utility Systems Engineer
cc Tom Polito/Harrisburg
Eric C. Hampton, PE/Kimley-florn and Associates. Inc.
Michael Wilson/WSACC
Tim Kiser. PE/WSAC,C
(Thad VonCannon, PEAVS.ACC
Mark Lomax/WSACC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
Division Re (FTSE /14)
(WSACC USE ONLY) Harris Square Retail Development
Section I. Name of wastewater treatment. facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — .Permit 4NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obli 'ated flows to the facility, MGD
Percent of permitted flow used
26.500
2.096
16,205 (61.15% of psrmit)
0.019
18.320
69.13%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
Lower Rocky River PS,
(A)
Firm Capacity * Design Average Oady How
MGT/ (Firnepfl
1 !11(.;D
"4*
37,000 14,800
Approx. Current
Average Daily How
MCI)
9,564
tC,)
Obligated, Not 'Yet
Tributary Daily How
NiGU
1,777
TOM! L LITTC011 Flow
Plus Obligated Flow
moo
1341
* The Firm Capacity, of any pump station is defined as the mavirnum pumped flow that can he achieved with the largest pump taken out of service%
"Design Average Daily Flow is the firm capacity of the pump suntan divided by a peaking factor not less than 2.5.,
*"A Planning Assessment Addendum shall be attached for each pump station. located bPeon the project connection point and the ,AAN'TP where Available Capacity is <
Availabie
Capacity***
N1GD
3,459
Section III. WSACC Certification Statement:
j, Thomas Hahn, PE, 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 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 treatment plant under 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 and Section 11 plus all attached planning assessment
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature
of this form indicates acceptance of this wastewater now,
.A Signing Oficial Signature
Revision Date 08/09/1.3

Kimley Horn
August 8, 2017
NCDENR DEQ
Attn: Mr, Or i Tuvia
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
RE: Harris Square — Retail Center
Southeast corner of NC-49 and Roberta Road, Harrisburg, NC
On -site Gravity Sewer
FTA 08-13 Narrative
Mr Basinger:
The gravity sewer system being proposed will serve a 45,600 square -foot grocery store, 21,600
square -feet of retail space and 7 future out parcels, The proposed structure will gravity feed via 2,380
LF of 8" PVC, 226 LF of 8 DIP and thirteen proposed manholes to an existing manhole and 8" PVC
gravity line along the Kee Lane right-of-way which terminates at the Rocky River WWTF permit
#NC003269 Items included as a part of this application include the following:
• FTA 04-16 — Harris Square
• FTSE 04-16 — Harris Square
• USGS Map including site boundary and sewer alignment
• Streets Level Map
• Site Utility Plans
• Sewer Profiles
We trust this meets your needs for approval of this project; please feel free to call me at (704) 319-
5686 if you have any questions or concerns, We look forward continuing our relationship on this
project.
Sincerely yours,
KIMLEY-HORN AND ASSOCIATES, INC
Nathan A. Tidd, PLA
Project Manager
{K:\CHL_PRJ1015526 Lat Pursert027 - Harris Square\04 - Permits and ApproyalsASewer\L2016-0725 - NCDENR FTA
Cover Letter.docx)
ktrniery-horn corn
200 South Tryon St Suite 200, Chadotte NC 28202
704 333 5131

May 2, 217
fir. Thomas lair p
Utility Systems Engineer
Water & Sewer Authority fCabes County
22 Davidson Hwy.
Concord, NC 22
Subject. Harris Sr bare
Dear Mr. Hahn,
We are enclosing for you review, one 1) original the Wastewater Flow Acceptance Forrrt, one
copy of the executed MVP i suer extension applic
imps vement plans,
ion, and one (1) hard copy set of water and sewer
If you have any cluesoon concerning this project, please feei free to contact us.
Tara Polito
Public Works Director
4100 Main it St et, Suite 101, PO Box 100, Harrlsburg, earth Cart Ina 28075
t 704.45 ti 614 # '704-455-1206 .......:h.harrisburgocorg eboolccomfhauls aurgra

Per it Number
rQ003939'a
Central Files: APB
8/10/2017
Perot T
eking Slip
Prararrm ateg
Nwdischarge
Permit Type
Gravity Sewer Extension, Pump Stations, PressureSe r Extensions
Primary Reviewer
rrri,tuvid
Coastal S Rude
Permitted Flow
18,748
Facility
tatria
Active
Project Type
New Project
Version Permit Classificatton
1.00 Individual
Permit Contact Affiltatt n
Facility Warne
Harris Square = Retail Centi
Location Address
hire
Owner Name
Town of Harrisburg
Date/Evet ts
Major/Minor
Minor
Facility Contact Atfiltati in
Owner Type
Government - Municipal
Owner Affiliation
Tarry Polito
�ticn
hl resvitPe
County
abarrus
4100 Mein t
Harrisburg NC 28075
Orig Issue
811012017
App Received Draft Irr'rtiatcd
8/7 2017
Scheduled
Issuance
Pub
Regulated Activities Re
Food preparation, other
Retail
Wastewater illantiriii
Outten
u
Fttac
Issue
Effective Expiration
811012017 8110/2017
d 1Reetved Events
Additions t information re dested
7117
Additional n received dlg117
r•:bdy Name
rndex Ntlr
urreut Class Subbasin

:EY-HORN ANO ASSOCIATE
200; OUTH " YON F T
ULT 00
CHART OT"E, NC 8202