WQ0036400_Regional Office Historical File Pre 2018

NCDENR
North Carona Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A, Reeder
Governor Director
July 30, 2.013
Town of Indian Trail
Mr. Joe Fivas, Town Manger
P.O. Box 2430
Indian Trail, N.C. 28079
John Skvarla, III
Secretary
Subject" Permit No, WQ0036400 Modification
Town of Indian Trail
Chestnut Park
Wastewater Collection System Extension
Union County
Dear Mr. Fivas:
In accordance with your application received July 12, 2013, we are forwarding Permit No, WQ0036400,
dated July 30, 201.3 to the Town of Indian Trail for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference,
It shall be responsibility of the Union County Public Works to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance
with the 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.
1617 Mail Service Cuter, Raleigh, N
Location: 512 N Salisbury St Paleligh, North C elina C'
Phone: 91 +-66'-6,3001 FAX:619_807-6492
Internet: lwWw rcwaterqua tttr tq
hCano!ina
trirall//

Mr. Joe Fivas
W00364C10
If you need additional information concerning this matter, please contact Ms. B. Dee Browder at (704)
235-2203 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder, Director
Division of Water Quality
cc: John D. Barnard, P.E., (electronic copy) Barnard Engineering„,
Water Quality Central Files
PERCS (electronic copy)

AwA
„If!
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
The Town of Indian Trail
Union County
for the construction and operation of approximately 411 linear feet of 6-inch gravity sewer; and the
discharge of 5,000 gallons per day of collected domestic, wastewater into Crooked Creek WWTP
existing sewerage system, pursuant to the application received July 12, 2013, 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.
Permit issued this the 30`h day of July, 2013.
for Thomas A. Reeder, Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036400 Modification

SUPPLEMENT PERMIT COVER SHEET '
The Town of Indian Trail 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 Crooked Creek Wastewater
Treatment Facility (NPDES Permit No. NCO069841) prior to being discharged into the receiving stream.
Permitting of this project dues not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2l; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, I996as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, ZUOO as applicable, unless specifically
mentioned herein. Division approval is based ooacceptance ofthe certification provided by 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,
11. STANDARD CONDITIONS
L This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permhume, vfnrms| 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.
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 of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Dki5inn's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000as applicable; and other
supporting materials unless specifically mentioned herein.
l This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall beproperly maintained and operated a\all times, The Pennittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A N[AC2T .8483. If an individual permit is not required' the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and 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.
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 stat ons 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 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 (1) 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. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number 704-663-1699, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any 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 [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.

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not tb interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7, Per 15A NCAC 2T,0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. 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,
b, One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project,
Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be dearly 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-
cornpliance 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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities,
9. 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.

r10. 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.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Indian Trail Permit No. WQ0036400
Project: Chestnut Park Isstie Date:" 07/30/2013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format_ Record drawings should indicate the design and the marked up changes during construction,
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
S nature Date
ENGINEER'S CERTIFICATION
Partial El Final
" as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, weekly, El full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
.610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Owner/Perrniittee:
Town of Indian Trail
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb, Joe Fives, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑State/CountyD Private Partnership 0 Corporatipn,[J Other
1 d. PO Box 2430
Mailing Address
North Carolina
Z State
h. 704-821-5401
z
Telephone
Project (Facility) lnfor
2a. Chestnut Park
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, John Barnard, Barnard Engineering
704-821-9045
Facsimile
ion:
06 (b) for authorized signing officials!
e. Indian Trail
City
1 g. 28079
Zip Code
townmanager admin.indiantratl.org
E-mail
here Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-42.1-3067'
Phone Number
Project is 0 New
an existing permit)
3c. [e-mail]
E-mail
Modification, Permit No.: WQ0036400
2, Owner is 0 Public (skip to Item 8(3))
2a, If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Union County
Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose on
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WNW) Treating Wastewater From This Project
4a. Crooked Creek. WWTP 4b. NC 0069841
Name of WWTF WWTF Permit No.
5a. Union County
Owner of Downstrea
5b.
Sewer Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
School
Restaurant
Office
Gravi
Force Main
c. WQ 0001160
Permit # of Downstre
❑ Retail (Stores, shopping centers)
Institution
❑ Hospital
0 Church
❑ Nursing Home
Other (specify);_ Park
(Instruction E)
IOQ% Domestic/Commercia
% Industrial (attach
description,)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations (5000 gpd previously Permitted)
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12107

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f),
No Additional Flow
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6"
Length (feet)
717-306 = 411 LF
New Gravity or Additional
Force Main
New Gravity
11, Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID N/A
Design Flow
(MGD)
0
(self chosen s shown on plans/map for reference
Power Reliability Option
Operational Point
1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM ©TDH 2 - portable generator w/MTS
0
1— Pump Station Location ID N/A (self chosen - as shown on plans/map for reference)
icE
2 Design Flow Power Reliability Option
IX (MGD) Operational Point
1 - permanent generator 'MATS; Force Main Size Force Main Length
0 GPM ©TDH
2 - portable generator w/MTS
u.
Pump Station Location ID N/A (self chosen as shown on plans/map for reference
Design Flow Operational Point Power Reliability Option
(MGD) GPM TOH
1 - permanent generator w/ATS; Force Main Size Force Main Length
©
2 - portable generator wIMTS
12 Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
D Yes No If Yes, permit number of 2nd treatment facility
(RO — if 'yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track 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 D No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

cn
0
ave the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Li Yes El No N/A
Sedirndntation and Erosion Control Plan?
Stormwater?
Yes 0 No N/A
Yes E] No El N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T 0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: E] and provide details
la.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, . eqk 1:.` c , attest that this application for C F.-- Lk- has been
reviewed by me and is accurate and complete to the best of my knowledge. 1 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 143-215,6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as we as civil penalties up to $25,000 per violation.
Sign
9
Date'
ENGINEERING DESIGN D ENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, 27gats D. evierlari , attest that this application for Lij e...41 t4.4- A k r has been
,,,.., ,
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 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 ,1
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design, Note: In accordance with NC General Statutes 143-215, 6A and 143-215,6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor 1
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. John D. Barnard, P.E.
Professional Engineer Name
2b, Barnard Engineering, P.C.
Engineering Firm
2c, 1534 Saratoga Blvd.
Mailing Address
2d, Indian Trail 2e. NC 2f. 28079
City State Zip
2g, 704-421-3067 2h, N/A
Telephone Facsimile
2i, `dbarnard22
E-mail
C
B A
I itto"‘
NC PE Seal, Signature & Date
FTAI2/07

USGS Map for
Utility Application
'done \OocumeetaVfolectsVOL ,4 Town of Indian Trait i4 Acre P
ttlUtality Sable rttals'4U
Chestnut Park
Indian Trail, MC
Town of Indian Trail
730 Blythe Drive
740094sic OCV9T©Pu.p3
BARNAR© ENGINEERING. P.C.
1534 Saratoga & yd., Indian TrtaaI, NC a&oi 5
(7(4) 421-3067
www. barnnrdengineeringpccom
N.C. boom No. C-3679

I epartmuent of Env!.
State of North Carolina
nt and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06/13)
Project Applicant Nance:
'aunty
Project Name for Which flow is being requested: Chestnut Park
e (Modification)
More than crne F7SF may be required far a single project if the owner of the kFiri'TP is not re
stations along the route of the proposed wastewater flow.
pump
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crooked Creek
b. WWTP Facility Permit : NC0069841
All flows are in, °"CD
c, WWTP facility`s permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.3641
e. WWTP facility's actual avg. flow 1.09
f .. Total flow for this specific request 0 *
g. "Total actual and obligated flows to the facility 1.4541
h. Percent of permitted flow used 76.53
* No Additional Flow Needed. 5,00() gpd. was previously penritted.
I1. Complete this section for each pump seat:
proposed wastewater :flow.
List pump stations located between the pa lee t eaa rtection point and the WWTP:.
(A) (B) (C) (D)=(B+C) O=(A-D)
Design obligated,
Average Daily Approx. Not. Yet Total Current
Flow** Current Avg. Tributary Flow Plus
(Firm / pf), Daily Flow, Daily low, obligated Available
MGD MGD M.CD Flow Capacity***
Pump
Station
(Name or
Number)
Capacity,*
MGD
4'ou
sponsible for along the route of this
* 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 peaki
factor (pf) not less than 2.5.
age 1 of 6--3

ppriPPP.,
*** A Pia *rig Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWII' where the Available Capacity is < h.
I1.
Certification Statement:
I Charles P. O'Cain, P.E. certify to the best of my knowledge that the addition o��f
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 11
plus all, attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing (`; /Jielal Signati
Page 2 ofm 3

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pu.arrp station listed in Section 11 where .Available
Capacity is < O.
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.. (P:) 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 C a.pital Project that will provide the required planned capacity, namely
is in design err ernder construction with
and/or
planned completion in
d. The following applies:
Therefore:
Given reasonably expected condi,tiotas and planning information, there is s ui :dent. justification
to allow this flow to be permitted, without a significant Likelihood of over -allocating capacity in
the system infrastructure.
1 understand that this does not relieve the collection system owner front complying with G.S.
143-215.67(a) which prohibits the it trAuction of any waste in excess of the capacity of the
waste disposal system.
Page 3 of-4„3

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112
Phone: [phone] • Fax: [phone]
July 10, 2013
Mr. John Barnard
Barnard Engineering
1534 Saratoga Blvd.
Indian Trail, NC 28079
Re: Sewer Treatment Capacity
Chestnut. Park — Private Portion (Permit # 1 'Q0036400)
Dear Mr. Barnard:
Union County Public Valor' rnent can accept the decrease in linear
footage of the 6" sewermain f r the abov mentioned project. The linear footage
will decrease 306 LF for a tot l of 411 LF o pipe. The flow has already been
allocated in this permit; therefore jo ate" anal flow is needed.
If you have any questions please don't hesitate to call.
Sincerely:
Charles P. O'Cain, PE
CPO/pwb
�::\VN C

UNION COUNTY PUBLIC 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
610 East Center Avenue
Mooresville, N.C. 28115
Attention: Ms. Dee Browder
TRANSMITTAL
Regarding: Sanitary Sewer to serve Chestnut Park - Private (Modification)
We are sending you:
Date: 7/9/13
Q Copy of letter Plans Prints © Shop Drawings
Other
Copies Date No. Description
1 7/10/13
1 6/10/13
1 6/10/13
Sewer Capacity Letter
Non -Discharge Permit Application
Copy of Non -Discharge Permit Application
7/10/13 Flow Tracking Form
6/13/13 004226 $480.00 Check (Application Fee)
These are transmitted as checked below:
For approval LI For your use As requested 0 For review and comments
Remarks:
Received by: Date:

Permit Number WQ0036400
Central Files: APS SWP^
07/29/13
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
5000
Facility
Version
1.10
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Chestnut Park Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Indian Trail Government - Municipal
Dates/Events
Owner Affiliation
Joe Fivas
Manager Town
PO Box 2430
Lake Park
NC 28079
Orig Issue App Received
03/07/13 07/29/13
Scheduled
Draft Initiated Issuance
Public Notice Issue
Effective Expiration
07/29/13 07/29/13
Regulated Activities Re • uested/Received Events
Wastewater collection Additional information requested
Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

TRACK ENGINEERING CERTIFICATION
Permittee: iown ofIndian Trail Permit No. WQ0036400
Project: Chestnut Park Issue Date: 07/30/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefore, it is highly recommended that this certification
be sent in a manner that rovides proof of receipt by the Division.
PlERAIITTEE:SCERTIFICATION
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.
cwc
7
Printed Name, Title S nature
ENGINEER'S CERTIFICATION
El Partial Final
Date
-r a duly registered Professional Engineer in the State of North Carolina,
g been authorized 'to observe akrperiodically, El weekly, El full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting materials.
North Carolina Professional Engineers
Seal, signattiscvaKflate:
Nik"CArto,, "
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

°
10. In the event that the wastewater collection facilities to perform satisfactorily,)mdudi�� the' creation of
nuisance conditions, the Permitte shall take immediate corrective action, including those as may he required
by this Division, such as the construction of additional or replacement facilities.
lI' The issuance of this permit shall not exempt the Pe/mittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed byother government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC Jn .0200 erosion and
sedimentation control requirements in 15A N(]\[ [h. 4 and under the Division's General Permit NCG810OOO
and any requirements pertaining towetlands under 15AN[ACZB.OZO0and I5AN[AC2H.Q5M

UNION COUNTY PUBLIC 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
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention: Ms. Dee Browder
Regarding: Engineer's Certification for Chestnut Park (Private)
TRANSMITTAL
Date: 11/4/13
We are sending you: Li Copy of letter Hans r Prints [1 Shop Drawings
Other
Copies
1
No.
Description
Record Drawings
Engineer's Certification for Sewer (Permit #k WQ0036400)
These are transmitted as checked below:.
El For approval For your use 0 As requested n For review and comments
Remarks:
Signed:
Received by: Date: