WQ0038005_Regional Office Historical File Pre 2018

Pat McCrory
Governor
North Carolina Department of Environmental Quality
September 21, 2015
Mr. Charles P. O'Cain, Development Program Manager
Union County
500 N. Main Street, Suite 500
Monroe, NC 28112
Subject: Permit No. WQ0038005
Town Hall at Indian Trail Governmental Center
Wastewater Collection System Extension Permit
Union County
Dear Mr. O'Cain:
Donald R. van der Vaart
Secretary
In accordance with your application received August 26, 2015, we are forwarding herewith Permit No.
WQO038005 dated September 21, 2015, to Union County (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from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 11.4: 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 1508 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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone]\,4Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwateroualityaorg
An Equal opportunity \ Affirmative Action Employer - Made in part by recycled paper

Union County
Permit No. WQ0038005
If you need additional information concerning this matter, please contact Birry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDEQ
cc: GregmryHao7ish, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

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
Union County
Union County
for the construction and operation of approximately 428 linear feet of 8-inch gravity sewer to serve as
part of the Town Hall at Indian Trail Governmental Center project, and the discharge of zero gallons per
day (interceptor line) of collected domestic wastewater into the Union County existing sewerage
system, pursuant to the application received August 26, 2015, 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 Environmental Quality 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
cified conditions and Ik it ions contained therein.
Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038005
Permit Issued: September 21, 2015
Page 3 of 8

SUPPL�KU����U����U�����/�������Ul7 ����U����
EMENT o.v~o�o^~"�o "�* PERMIT "�"��u~v� `�"vu~u~"
Union County iShereby 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 Union County Crooked
Creek Wastewater Treatment Plant in accordance with Permit Number NCO069841,
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, ZOOU as applicable, unless specifically mentioned herein. Division
approval isbased onacceptance ofthe certification provided by North Carolina -licensed Professional
Engineer mthe application. It shall be the Perrnittee^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 additional flow shall be made tributary to the subject sewer system until an application for
permit modification for ao increase inflow has been submitted to and approved by the Division.
1111. 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 name change of the Pemnbtee, 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, (15AN{]\[02T.8104; 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 N[AC ZT; 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]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. D5A0[A[O2T.O11Oj
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
Page 4 of 8

Pli°1
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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
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 for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall al,
include legal means for inspections of the grease interceptors, enforcement for violators
the legal means to control grease entering the system from other public and private s/
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall includ
annual distribution of grease education materials to users of the collection
permittee or its representative.
3. Grease education materials shall be distributed more often than required'
of this Subparagraph if necessary to prevent grease -related sanitary seV
1. Right-of-ways and easements shall be maintained .in the full easemer'
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through
three years with exception of the map, which shall be main /
5. The Permittee shall report by telephone to a water res
Regional Office, telephone number [phone], as/
24, following the occurrence or first knowledge of the/
Page 5 of 8

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
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 (919)
733-3300. 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 11 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
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.
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,
urge protection, detention time in the wet well, and force main, ability to flush low points in
rce mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
urce or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
acities and the rotation schedule of the portable power source or pump, include travel
mes, shall be provided.
Page 6of8

lipPV
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 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 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 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)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERKHITTEE: Union County
PERMIT #: WC0038005
PROJECT: Town Hall atIndian Trail Governmental Center
ISSUE DATE: September Z1,Z015
This project shall not be considered complete nor allowed to operate in accordance with 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 the RoQlnna{ Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
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 Perml1tee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete net of record drawings and
design calculations regardless ofwhether partials have been submitted,
P[RMnTE'S CERTIFICATION
Lthe undersigned agenthvthePemnittee,hcnebystatethatthbp' c1hasbeenconstructedpursuant
tothe applicable standards& requirements, the Professional Engineer below has provided applicable
design/construction information to the Permhtee, and tbePerrnhtee is prepared to operate & maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature
ENGINEER'S, CERTIFICATION
Date
|,________ _ dregistered Professional E rinthe State ofNo�hCa:dlnm'
having been authorized to mhsenxe U ] periodically, | K vveeNv 2 | 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 swbstaotia| compliance of this permit; lSA NCAC0Zl; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February lZ,
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 xv/ i8natune&date:
_
Final 0Partial (include description
CertiGcmbonCPnmmnwn+s/Qua|ifiers if '
`
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 29115
~`-- '`^"`''~ °^° '^°'"""` "`` ""°"

at r Res
G nvironmenta
September 7, 2017
Crystal O. Panico, New Development Program. Manager
Union County Public Works
500 North Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Project: Town Hall at Indian Trail Governmental Center
Permit No. WQ0038005
Permittee: Union County Public Works
County: Union
Dear Ms. Panico:
ROY'COOPER
Governor
MICHAEL S. REGAN
Secretwiy
S. JAY ZIMMERMAN
Dirt etor
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on September 5, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Pernuttee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal,ncdenr.org/web/wq/swp/ps/csfpnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Gregory Hash, P.E., (Woolpert, 11341 Cannel Commons Blvd., Suite 300, Charlotte, NC
28226)
Central Files
MR0
Nothing Compares ,.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Open
Mooresville Regional Office I 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 2
704 663-1699
s

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County
PERMIT #: WQ0038005
PROJECT: Town Hall at Indian Trail Governmental Center
ISSUE DATE: August 22, 2017
This project shall not be considered complete nor allowed to operate in accordance with 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 the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
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. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
RMI
'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
e wa,stcwatsr collection system permit rein or portion „tereof.
c,1S ©. t a t4co
Printed Name, Title
ignature:te
ENGINEER'S CERTIFICATION
I, C,Rizo / 04)2,Ais44 , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe periodically, [J weekly, 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 knowledge, 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 wJ signature & date:
Final [1 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]

USE THE TAI3 KEY' TO MOVE FROM FIELD TO FIELD
f. OwnerlPeragattee:
1a. Union Count
Ful
1 b.
lc
1d.
1f.
z
1h,.
2,.
2a,
3.
3a.
3b,
, HQA, uflttty, etc.
on Number:
a be completed by DWR)
Diaries P. O'Cain, PE, Development Program Manager
Signing Official Name and Title (Please review 15A NCAC 2T . i06 (b) for aut or zr
The legal entity who will own this system is;
0 Individual ❑ Federal 0 Municipality a u State/County 0 Private Partnership ❑ Corporation ©.' et.
500 North Main Street, Suite 500
Mailing Address
NC
State
704.296.4244
Telephone
Project (Facility) information;
Town Hall ait and"saga Trait Gov
Brief Project Name (permit will refer to this name)
Contact Pef,9n;
2
Charles P. O'Cain, PE
Name and Affiliation of
7t 4, 96,4244
Phone Number
2
Pr
704.296 42:
Facsimile
ne Who Can Answer Questions
New 0 Modification ._.._..___
(of an exi n
Owner is Public (skp to
2a, If private,, applicant will be:
le, Monroe
VE
NCOEN,RIDOIR
City
lg. 28112
1j
Zip Code
ocpin
E-mai
2b. Union County
County Where
e. 0
E-
MOORES ' kIE. RE ,. IONAa..
Application
n unioncountync., ov
Permit No.:
0 Private (go to item 2(a))
2b. If j, f
by a (must choose
Retaining Ownership (Le, store, church, single office, etc.) cr 0 Public Utility (Instruction D)
Leasing units (lots, townhomes,, c, - skip to Item 8(3)
Selling units (lots, townhomes, etc, - go to Item B(2b))
Union Coun
Owner of W
4a, Crooked C
a
Treatment Fa lity WTF
0 Homeowner Assoc./Developer (Instruction E)
Treating Wastewater From This Psc
4b. NC046984
Name of WWTF
5a.Union County
Owner of Downstream Sewer
6, The origin of this wastewater is (ch
❑ Residential Subdivision
Apartments/Condominiums
Mobile Home Park
❑ School
❑ Restaurant
❑ Office
eiving Sewer Sire fl Force Main
eck all that apply):
0. Retail (Stores, shopping centers)
institution
Hospit
❑ Church
❑ Nursing Home
❑ Other (specify);
7. Volume of wastewater ig be allocated or permitted for this particular project: ll,00
*Do not Include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow
Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T ,0303 to determine if a permit is required)
per
WWTF Permit No.
W00001160 ..._ �...w.
Permit # of Downstream nstruction F)
Domestic/Commercial
industrial
(Attach Description)
% Other
(Attach Descriot on)
gallons per day
in subsequent permits that connect to this line
i'VI'A 10-14 APPLICATION
4 a:

z
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for;
the value in Item S(o) 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).
Zero with this application (interceptor l.i.ne
1 Q. Summary of Sewer Lines to be Perm tto i (attach additional sheets if necessary)
Size (Inches)
Length (feet)
428
Summary of Pump Stations w1 associated Force Mains to be Permitted (attach additiona
Pump Station Location ID: N/A
'Longitude: Latitude:
2
Design Flow
(MGD)
Operational Pin
GPM QTDH
ew Gravity or Add
Force Main
Gravity
(self chosen - as shown on planslmap for reference)
Power Reliability Option
permanent generator w/ATS;
2 - portable generator w/MTS
onal
Force Main Size Force Main Len
;Pump Station Locatlon ID: (self chosen as shown on plans/map for reference)
'Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
permanent generator w/ATS; Force Main Size F rc Main Length;
2 - portable generator w1MTS
-h
'12, Will the wastewater flow in the proposed sewer lin
r pump stations be able to be directed to another treatment facility?
!® Yes ® No If Yes, pert'nrt number of 2rhd treatment facility :
(RO — if "'yes" to B,12 please contact the Central Office PERCS Unit)
1 Does the sewer system comply with the Minimum Design Criteria for the P
(latest version), the Gr vi w r Minimum D i n Criteria (latest version) and
If No, cotr
document
supportin
rte and submit the Variance&Altorn
or review. Approval of the request
ocuments.
Yes No
ve Delsign Request IVAI
required prior to submi
of Primp Stations and Force Mains
A NCAC Chapter 2T as applicable?
application and supporting
f the Fast Track Application and
FICA 10-14 APPLICATiON
Page 5 of 6

14. Have the fallowing permits/certifications been submitted for approval for the system or project to be served?
WetlandlStream Crossings - General Permit or 401Certification? El Yes [] No 0, N/A
Sedimentation and Erosion Control Plan?Yes D No El NIA
Trout Buffer Waiver? © Yes 0 No 3 N/A
Stormwater? Q Yes a No © N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (21) involve Geri i line
iphons, or interference
manholes)? These lines will be considered high priority and must be checked once eve r+tr six months
Check if Yes: ❑ and provide details:
Owner/Permittee"s Certification: (Signature of Signing Official and Project Name)
I, Charles P. O'Cain, attest that this application for Town Hall t i i n T it vemrn ntal n has been
,reviewed by me and is accurate and complete to the best of my knowledge. I :understand that if al 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 accorriance with North Carolina General
Statutes 14-215.6A and 143-215.6(3, 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 $10000
as well as civil penalties up to $25,000 per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXI
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
TY`.
Professional Engineer's Certification:: (Signature of Design Engineer and Protect Name)
1, Gregory Harnish, attest that this application for Town Hall at the indiar jyjI Governmen. l Center 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 143-215.6 , any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Gregory Hamish
Professional Engineer Name
2b. Woolpert North Carolina, PLLC
Engineering Firm
301 Carmel Cornnrons Blvd, Suite 300
ailing. Address
2d. Charlotte
City
2g. 704.526.3052
Telephone
Facsimile
2e, NC 2f. 28226.
State Zip
greg.hamish@woolpert.,com
E-mail
NC PE Seal, Sirehire 8 date
FTA I0-I4 APPLICATION
Page 6 of 6

Map data 02015 Goggle 1000 Ft'
1/1

APPROX LOCATION OF
SANITARY SEWER
CROSSING UN -NAMED
TRIBUTARY
UNIONWLL
CUN-NAMED TRIBUTARY
JOINS SOUTH FORK
CROOKED CREEK

V141
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Town Hall at I.T. Gov. Center (Public)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wasteivater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crooked Creek
b. WWTP Facility Permit 4: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.4417
e. WWTP facility's actual avg. flow 1.20
f. Total flow for this specific request 0.00
g. Total actual and obligated flows to the facility 1.6417
h. Percent of permitted flow used 86.41
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
NA
* 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 is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is t O.
Page 1 of3
FTSE 08-13

III. Certification Statement:
1 Charles P. O'Cain certify 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 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 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 Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
C_ 4eA-LIP 0 i
Signing Official Signature
c,,,
f 0 T Vzi/is
aecd 9/tl/I5---
Date
Page 2 of% 3
FTSE 08-13

piptv
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of jr( 3
FTSE 08-13

Division of Water ge
Department of Environ
tate of North Carolina
and Natural Resources
Division of Water Resources
Watershed Classification Attachment (W SCAS 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: htto:/ ortal.ncdenr.orieweb/wct/home/ro
if unn
Name of Waterbody
Unnamed tributary to South Fork
4ked Creek.
River Waterbody Waterbody
Basin Index No. Classification
13-17-20-2 C
"unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins,
I certify that as a Registered Professional Engineer in the State of
North Carolina that I 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

2015
fo \vkhonna
Proposed is the cotes
Governmental Center in lndi
Center will b
by the Town.
cern,
Water and Sat
proposed development
Town of Indian Trail and
WOOLPEPT
O F,SlGN I GCOSPAT0*4.IdW VOASTRVC:TURC
Town Hall, whi h re resents
Trail, NC. Future phases and expansion
dependent upon anticipated and observed needs as well as a
WOROS
time initial phase of the
overnment
ble funding
sons bout prtblic and private) are proposed to serve the
gn develop naetat has been closely coordinated with both the
n County as the user and the utility provider respectively.
The sanitary sewer proposed to se the Town Hall buildi
existing rntanholie south of the proposed entrance along Matthews-.
The proposed gravity sewer systetaa itneludes both public and prw
extension of the sanitary sewer main will extend from under Nt
run just outside of an un-named tributary to the South Fork of Cr
portion of the extension will be owned and maintained by Union
extension of the sanitary sewer main wilt extend from the public m
building. The private portion oldie extension will be owned and rna
Indian Trail.
he connecting to an
dian `]rail Road.
e mains. The public
s-Indian Trail Road and
fked Creek. The public
nty. The private
o serve the Town Hall
fined by the Town of
11301 Camel Comm
Woolpert, Iris,
ras Boulevard„ suite 300
ChArlottrt, NC 282.26
704,525.5284
5'4IDW R

UNION COUNTY Pu'-LIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office RFCEIVF
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve Town of Indian Trail -Town Hal! at Government Center
TRANSMITTAL
WQROS
Date: 8/25/15
We are sending you: D Copy of letter 0 Hans Q Prints 0 Shop Drawings
Other
Copies 1 Date
1
No.
8/21 /15
8/21115
8/21/15
8/21/15
8/6/15 006650
8/14/15
Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
480.00 Check Fee (Application ion e Stream Classification Form
These are transmitted as checked below:
® For approval For your use — As requested 0 For review and comments
Remarks:
Signed:
Received by:
Date:

Central Files: APS SWP
9/21/2015
Permit Number W00038005 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
0
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Town Hall at Indian Trail Governmental Center
Location Address
Owner
MajorlMlnor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/21/2015 8/26/2015 9/21/2015 9/21/2015
Regulated Activities Requested /Received Events
Institution, other
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class 5ubbasin