WQ0038276_Regional Office Historical File Pre 2018

Water Resources
EN ViRONt. AL QUAL a"(
February 5, 2016
Mr. Michael Rose, Town Administrato
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
AT MCCRORY
ilwas
Lria4415
r rni
DONALD R. VAN DER VAART
,.sccrehay
S. JAY ZIMMERMAN
Direcior
Subject: Permit No. WQ0038276
Town of Harrisburg
Courtyards at Harrisburg Phase 2
Wastewater Collection System Extension Pemiit
Cabarrus County
Dear Mr. Rose:
In accordance with your application received February 3, 2016, we are forwarding herewith Permit No.
WQ0038276 dated February 5, 2016 to the Town of Harrisburg (Permittee) for the construction and
operation upon 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 HA: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
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 §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.
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 Carolina Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office [610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information once ing this matter, please contact Ori Tuvia at 4 -290 or
via e-mail at oriauvia ncdenr°.g v.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: 'i' s[ey Smith, PE. (E-copy)
Mooresville Regional Office Files
Water Resources Central Hies
PERCS (: -copy)

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 1,149 linear feet of 8-inch gravity sewer, to serve
future development of 22 lots of the Courtyards at Harrisburg Phase 2 project, and the discharge of
5,280 gallons per day of collected domestic wastewater into the Cabarrus County's existing sewerage
system, pursuant to the application received February 3, 2016, 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: WQ0038276
Permit Issued: February 5, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Town ofHarrisburg is hereby authorized to:
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.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 5,280 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
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.01.04;' G.S 143-215.103)]
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 NCAC 02T .01101
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

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.
h. A map of the sewer systemshall be developed and shall be actively maintained.
c. An operation and maintenanceplan 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 (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e„ High -priority sewer lines shall be inspectedateast once per every six months and inspections
documented.
g•
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 §143-215..1C.
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 tbr 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 Subparagraphifnecessary to prevent grease -related sanitary sewer overflows,
Right-of-ways and easements shall be .maintained in the full easement width for pets° ...el and
equipment accessibility.
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 Permittee 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 mailmessages 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 (919) '733-3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form CS-SSO (or the most current Division approved form) vvithin five days :following first
knowledge of the oceurrenc,e. 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(aI)]
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.01.08(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 he submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
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 DVD 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 1.0% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type ofconnections), 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 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 Perrnittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §1.43-2.15.6A
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)]
I L 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 be 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 #: WQ0038276
PROJECT: COURTYARDS AT HARRISBURG PHASE 2
ISSUE DATE: FEBRUARY 5, 2016
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 peimit and shall subject the Permittee to
appropriate enforcement actions, The Perrnittee i.s 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 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, Ti
ENGINEERS CERTIFICATION
Date
, as a duly registered Professional Etineer in the State of North Carolina,
having been authorized to observe (L periodically, weekly, LJ full 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:
E Final fl Partial (include description)
Certification Comments/Quali (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 2811S
Mooresville Regional Office
Phone: [phone] FAX: [phone]

USE THE TAB KEY TO MOVE FRO
OwnerIPermittee:
la. Town of Harrisburg
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Michael Rose, Town Administrator
Application Number:
(10 be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
The legal entity who will own this system is:
0 Individual 0 Federal M Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
© 1d. P.O. Box 100
tL Mailing Address
North Carolina
' State
1 h, 704-455-0706
1 i. 704-455-1206
Telephone
2, Project (Facility) Information:
2a. Courtyards at Harrisburg Phase 2
Brief Project Name (permit will refer to
3. Contact Person:
3a. Wesley A. Smith, PE
Facsimile
is name
Name and Affiliation of Someone Who Can Answer
3b. 704-548-0333
Phone Number
Project is lei' New 0 Modification (of an existin
Owner is ( Public (skip to Item 8(3))
le. Harrisburg
City
g. 28075
Zip Code
[e-mail]_
E-mail MQO
2b, Cabarrus
County Where Proj
uestions About this Application
3c. [e-mail]
0 Private
E-mail
odification, Permit No.:
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(20))
Z 3. Water Sewer Authority of Cabarrus County
to Item 2(a))
is Located
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b.
Name of VVWTF
5a. Town of Harrisbu
6b. 8" Gravi
Owner of Downstream Sewer iReceiving Sewer Size i0 Force
The origin of this wastewater us (check all that apply):
►Zr Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
O Restaurant
0 Office
VVVWTF Permit No.
Existing System
Permit # of Downstrea
[� Retail (Stores, shopping centers)
0 Institution
0 Hospital
❑ Church
0 Nursing Home
0 Other (specify):
Sewer (Instru
ion F
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 5,280 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to determine if a permit is required)
FTA 12-12 APPLICATION Page 3 of 6

Provide e wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T 0114 (f).
22 Lots X (2 Beds ! House) X (120 Gal / Day / Bed) = 5,280 gpd
• Note: Ali Lots are 2 Bed Room Houses
10. Summary of Sewer Lines to be Permitted (attach additional sheets
Size (inches)
8"
necssa
Length (feet)
1,149
New Gravity or Additional
Force Main
New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID:
(self chosen - as shown on planslmap for reference)
Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator wlMTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
- perranent generator wlATS; Force Main Slze Force Main
2 - portable generator w/MTS
h
12. Will the wastewater flow in the pro
Ines or pump stations be able to e directed to another treatment facility?
0 Yes No If Yes, permit number of 2!d treatment facility
(RO — if "yes' to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria, (latest version) and 15A NCAC Chapter 2T as applicable?
Yes © No if No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWOCOPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12-12 APPLICATION
Page 4 of 6

14. Have the following permitslcertificattons been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No j NIA
Sedimentation and Erosion Control Plan? ❑ Yes No 0 N/A
Trout Buffer Waiver?
Stormwater?
❑ Yes ❑ No O N/A
Yes 0 No
❑ N/A
15. Does this project include any high priority lines (5A_CAC t)2T.w64fi21~21}'involve aerial lines, siphons, or interference
manholes)? These tines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
la
OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
I, Michael Rose, attest that this application for Courtyards at. Harrisburg 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. Note: In accordance with North Carolina General Statutes 143-21.5, 6A and 143-215, 68 any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class
2 misdemeanor; which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signing Official Signature
2-
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Z TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCACO2T0305
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
!, Wesley A Smith .attest that this application for Courtyards, at. Harrisburg has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that
I have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215,6A and 1413:215,60, any person who knowingly makes any fa/se statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
well as civil penalties up to $25, ©00 per violation.
2a. Wesley A Smith
Professional Engineer Name
2b. EMH&T
Engineering Firm
2c. 301 McCullough Drive Suite 109
Mailing Address
2d. Charlotte
City
2g. 704-548-0333 2h.
Telephone
2e. NC mom 2f. 28262
State Zip
2i. wsmithefr+ht.com
Facsimile
E-mail
NC PE Seal, Signature & Date
FTA 12-I2 APPLICATION Page 5 of 6

© Ifmngoind
To: NCDENR
610 E. Center Ave
Suite 301
Mooresville NC, 28115
Ev0r1s,MerIiwoL Hewn 3;eto Titon.
666161eers. Survey263 P16366.16e12, Soentists
)4,
From: Andrew McDonald, El
Date: February 2, 2016
Job no.: 2015-0546
Subject: Courtyards at Harrisburg Phase 2
We are sending you herewith via: 1— Courier E U.S. Mail P Fed. Ex.
The following items:
Number of
Copies Date
sheets
2 12/21/15 6
1 01 /19/16
2
01/21/16
02/02/16
E copies 147 originals 1— [other]
Description
Fast -Track Sewer Application
I Check # for $480.00
Flow Acceptance Letter
8.5"x11" Site Map
02/01/16 1 Watershed Classification form
12/15/15 8 I Sanitary and Water Plans.
These are transmitted as checked below:
1:07 for approval
I for your file as requested r- for review & comment
r for execution / signatures
Remarks:
other]
For EM
If enclosures ore not as noted, kindly notify us at once.
t
A d w McDonald, El
fenfocv of expedenneoff fenokinnion lof excellence
32N C Dive. Suite 109, Chcrlotte, NC 28262 • Pflone2 704.548.03,33 * Fax [phone]
ernht.corn

Evat
ec weart, Hcsr
tiers; Surveyors
SANITARY SEWER PROJECT NARRATIVE FOR FAST TRACK APPLICATION
PROJECT: Courtyards at liar rl bur Phase
DATE: February , 2016
This document is written to provide information describing the final build -out design of the
sanitary sewer system for the Courtyards at Harrisburg project.
The final build -out design will consist of 1,143 linear feet o " sanitary sewer gravity main
including 8 manholes. A total of 29 sanitary sewer laterals to serve the lots n+ill be instalied.
ext
to to tit" 2826.2 Phan

.A
MEM
Evans, Mechwart, Hamaleton & T1ton, lnc.
Engineers • Surveyors • Planners • Scientists
331 MCCsAbu©R CJr., Sle, 109: Choriotre, MC 28262
Ftioe , 7W.548,0133 Toil Free; 88B.77S.34-48
- - - - emht.corn
" 2160
Town of Harrisburg, Cabarrus County, North Carolina
Courtyards at Harrisburg Phase 2
2 .60Ft USGS Topographic Map
Exhibit
USGS HarrnsburAcNC East 2013 Topo 7,5" Series ©,foot Contour Intery

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
'Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
Location
ID
Name of Waterbodyl
UT-1 UT to Back Creek
CR-1
Back Creek
River
Basin
Yadkin
Yadkin
Waterbody Stream Waterbody
Index No. Classification
12-108-21-1-(2) CA.
12-108-21-1-(2) CA
It unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Courtyards at Harrisburg Phase 2
Section E. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility —Permit #NC0036269
.Ej Muddy Creek Wastewater Treatment Facility — Permit ffNC00811621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg. daily flow„NIGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
1.325
16,88 63.703/0 ofpermit)
0.007
18.212
68,72%
Section II. Pump stations along the route from. the jurisdiction's connection point to the WWTP.
Pump Station
(Name ta Number)
Fim Capacity "
MGP,
(B)
(A)
Design Average Daily Flow "" Approg, Current
Frmpf)Average Daily Flow
MCI) MCI)
0
(C)
Obligated., Not 'Yet
Tributary Daily Flow
NM!)
1.254
Amiable
Capacity***
MCI)
(D)
Total Current Flow
Plus Obligated Row
MCI)
109�4
" The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service,
Design Average Daily Flow o he firm capacity nf the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall he attached f©r each pump station located between the project connection point and the WWTP where Available Capacity is,- O.
Section III. WSACC Certification Statement:
Timothy R, Kiser,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 plantunder 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 I and Section II plus all attached planning
assessmentassessrnent 4 ds for whic ., to the best of my knowledge„ will not adversely affect the downstream sewer capacity.
Signature of .eccetpce &fthis wastewater flow.
...s Signing jJdcia1Signature Date
Revision Date: 08/09/13

Central Files: APS SWP
2/5/2016
Permit NUmber WQ0038276 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Pr nary Reviewer
orieuvia
Coastal SINRole
Permitted Flow
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Courtyards at Harrisburg Phase 2
Locabon Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Afation
Owner Name
Town of Harrisburg
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Mike Rose
Administrator Town
PO Box 100
Harrisburg
NC 28075010
brig ssue
2/512016
App Renewed
21312016
Regulated Activities
Draft initiated
Sched u led
issuance Public Notice Issue Effective
2/512016 2/6/2016
Subdivision
Wastewater collection
°oda
Waterbody Name
Requested /Recanted Events
Additional information requested
Expiration
2/4/16
Addrtional information received 2/5/16
Streamindex Number Current Dass Subbasitt

4
t

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF I1ARR1SBtJRG
PERMIT #: WQ0038276
PROJECT: COURTYARDS AT HARRISBURG PHASE 2
ISSUE DATE: FEBRUARY 5, 2016
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 'looter.
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.
PERM ITTEE'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,
arA,4\r‘.1",
Printed Name, Title
Signature
//'
Date
ENGINEER'S CERTIFICATION
1. fz.+4At,) CZ gRoss't as a ijy registered Professional E neer in the State ofNorth Carolina,
having been authorized to observe (tJ periodically, El weekly, LJ full 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 pertnit; 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 wisignature & date:
Final Partial (include description)
Certification Comments/Qualifiers (attach *
SEAL
4 526
uu
NC DWR — Water Quallty Regional Operatons Secton 610 East Center Avenue, Suite 301, Nlooresville, NC 28115
Phone: [phone] FAX: [phone]
Mooresville Regional Office