WQ0036400_Regional Office Historical File Pre 2018 (2)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P, E,
Governor Director
March 7, 2013
Town of Indian Trail
Mr. Joe Fivas, Town Manager
P,O. Box 2430
Indian Trail, N.C. 28079
John Skvarla, III
Secretary
Subject:: Permit No, WQ13036400
Town of Indian Trail
Chestnut Park
Wastewater Collection System Extension
Union County
Dear Mr. Fiva
in accordance with your application received March 01, 2013, we are forwarding Permit No.
WQ0036400, dated March 7, 2013 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
Please pay particular attention to the following condition contained wrthin this permit:
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 150E 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 Center, Raleigh, North Carolina 27699.1617
Location:512 N. Salisbury St Raleigh, North Carolina 27604
Rhone. 919807-63001 FAX, 919-807-6492
Internet: wvyw pcweterouality.orct
An EqueA Opportunity Affirmative Actlon Employe-
OrhCaroh Nona
Web"

Joe Fivas
0036400
If you need additional information concerning this matter, please contact Mr. Samar Bou-Ghazale at
[phone] or via e-mail at Sarnar.Bau-Ghazale ncdenr. ov
Sincerely,
for Charles Wakild, P.E., Director
Division of Water Quality
cc: John D. Barnard, P.E., (electronic copy) Barnard Engineering, P.C.
Water Quality Central Files
PERCS (electronic copy)

i
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 717 linear feet of 6-inch gravity sewer; and the
discharge of 5000 gallons per day of collected domestic, wastewater into Crooked Creek WWTP existing
sewerage system, pursuant to the application received March 1, 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 7th day of March, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036400

SUPPLEMENT TO 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. NC0069841) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) 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.
II. STANDARD CONDITIONS
1. 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 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.
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 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.
3. 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 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 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.
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.

Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once 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 feast 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 1 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 to 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.
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.
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.

V
t
10. . 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
Permiftee: Town of Indian Trail Permit Na. WQ0036400
Project: Chestnut Park
Issue Date: 03/07/2013
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 an 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
Signature
ENGINEERS CERTIFICATION
Li Partial El Final
Date
_, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe periodically, LI weekly, ri 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 fiow 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 TAL3 KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
.........................................
Town of Indian Trail
Full Legal Name (company, municipality, HOA utility, etc.
1 b. Joe Fivas, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0
Application Number:
(lc be competed by DWQ)
06 (b) for authorized sig
The legal entity who will own this system is:
El Individual E Federal 1 Municipality © State/County El Private Partnership ❑ Corporation Di Other (specify):
d. PO Sox 2430
0
LL Mailing Address
1f Nortf4 Carolina
Z State
• ih. 704-821-5401
- Telephone
• 2 Project (Facility) Information:
..{ 2a. Chestnut Park
i1. Brief Project Name (perrnit will refer to this nante)
CL
< 3. Contact Pers©rt:
l 3a. John Barnard„ Barnard Engiineerine
Narrre and Affiliatoon of Someone Who Can Answe
3b. 704-421-3067
Phone Number
Project is tl N1
dification (of an existing
2, Owner is © Public (skip to item B(3))
2a. If private, applicant will be:
le. Indian Trail
City
1g. 28079
Zip Code
ij townmanager
E-mail
2b. Union
County WhereProject is Located
uestions About this Application
[e-mail]
E-mail
odification, Permit No
Private (go to Item 2(a))
2b. If sold, facilities owned by a (mu
Retaining Ownership (i.e. store, church, single office, etc,) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc - go to item B(2b))
3 Union County
house one
Public Utility (Instruction C)
© Homeowner Assoc.iDeveloper (Instruction D)
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a. Crooked Creek WW1? 4b. NC 0069841
O 6U.
Z
Name of WUVfF WWTF Permit No,
a Union Coun 5b. 8" _. Gravi
)Receiving Sewer Size j[J Force Main
The origin of this wastewater is (check all that apply):
Owner of Downstream
704
Facsimile
D Residential Subdivision
Apartments/Condominiums
El Mobile Horne Park
fl School
Restaurant
Q Office
Volume of waste
*Do not include
Retail (Stores, shopping centers)
Institution
[D Hospital
E Church
[ Nursing Home
Other (specify):_Park
100% Domestic/Commercial
% industrial (attach
description.)
(RO. contact: your Regional Office
Pretreatment staff)
% Other (spe
1lloted or oerrnittei for this particular project. 5000 gallons per day
s or previously permitted allocations
If the permitted flow is zero, indicate why:
fy):
© Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ 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 requ red)
FT, I /07

B. PERMIT INFORMATION (CONTINUED) 1
J
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).
Park — 20 fixtures @ 250 gpd/ fixture = 5,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6"
717
New Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID NIA (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID
NIA
(self chosen
- as shown on planslmap
for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generatorwlMTS
Force Main Size
Force Main Length
Pump Station Location ID N/A (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
• 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?
►I Yes ❑ 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 12107

ve the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan?
Stormwater?
Yes ❑ No
Yes ❑ No
❑ N/A
© 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: ❑ and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, -Seri, e -.C. ,ie.,5 , attest that this application for C\N e.5 b\t; Pc 'tL 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 am not completed and that if all required supporting documentation and attachments are not included this
application package is subject to being retumed 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 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 PROXIMITY
} TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
Z
0
2. Professio l Engineer's Certification:: (Signature of Design Engineer and Project Name)
attest that this application for C'tt.44-+C/ ( L has been
d by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all c'aer 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
undermy 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
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 Enpineerin,LP.C.
Engineering Firm
2c, 1534 Saratoga Blvd.
Mailing Address
2d. Indian Trail
City
2g. 704-421-3067 2h. N/A
Telephone Facsimile
2e, NC 2f, 28079
State Zip
2i, [e-mail]
E-mail
NC PE Seal, Signature & Date
FTA 122/07

USGS Map for
Utility Application
Chestnut Park
Indian Trail, NC
Town of Indian Tail
13[0 �BlytheJ(Drive�7p
C"\Ws�1Ja1ln1C7VCW+rRn�i4�'°SWd�cLSVtPL TorKt Rf Ind* Train 54 Acre Py,�Altt� ut� $ubm *39\V%5 u FuC g2r#9..Pg qg TB PRF.Cv:9
N.BARNARD ENGINEERING, RC,
e534 .Saratoga HJ'vd, Indian Trait NC 2+3979
(704) +2,1-.3067
www. bornardengineeringpcacorn
NC. License No. C-3679

A
State of North Carolina
epartent onent and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-10/07)
Project Applicant Name:
Union. Coun
Project Name for which flow is being requested: Chestnut Park (Private
More than one FTSE=10/0.7 rr w be required for a single project
pump stations along the route of the proposed ),i°astewater flow
he owner of cite 1frtG'Tp is not responsible for all
L 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 MGD
c. WWTP facility's permitted flow 1.90,
d. Estimated obligated flow not yet tributary to the WWTP 0.3602
e. WWTP facility's actual avg. flow 1.05
f. Total flow for this specific request 0.0050
g. Total actual and obligated flows to the facility 1.4152
h. Percent of permitted flow used 74.48
IL Complete. this section for each pump station you are responsible for along the route of this
proposed wastewater Clow.
List pump stations located between the projcction point and the WWTP
Pump Station. Name
None
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
IIL Certification Statement:
I, Charles P. O'Cain, 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 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. This _analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those itemslisted above
in Sections l and ll for which t am the responsible party. Signature of this form indicates acceptance of
this wastewater flow.
Z
Signing U ficial Signature
Date

ijNI.ON COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112
Phone: [phone] • ax: [phone]
November 7, 2012.
Mr. Rob Crebs
Ms. Dee Browder
Water Quality Department
Division of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, N.C. 28115
Subject: Signatory Authority
Non -Discharge Permits
Union County Public Works
Dear Mr. Crebs and Ms. Browder:
In an effort to comply with 15A NCAC 213.0506 (b), please accept this letter as an
official delegation of signatory authority to the Project Manager, Charles O'Cain,
P.E. The signatory authority should encompass:
All Non -Discharge Permits (wastewater collection system), current
and future as well as associated applications, reports,
correspondence and the like.
If you have any questions, don't hesitate to call e at 704-296-4212.
Respe
dward Gos` cki
Director, Public Works
Cc: Central Files
NCDENR
1617 Mail Service Center
Raleigh, N.C. 27699-1617

TN ON CO NTY P BIC ORKS
February 28, 2013
Mr. John Barnard
Barnard Engineering
1534 Saratoga Blvd
Indian Trail NC 28079
Re: Sewer Treatment Capacity
Chestnut Park.
Dear Mr. rnard:
Union County Public Works Department can accept the additional discharge
of 5,000 gallons per day of domestic wastewater from this project for transmission
to the Crooked Creek Wastewater Treatment Plant (NPDES permit number
NC0069841) for treatment. This allocation is intended to serve the above
mentioned project.
If you have any questions please don't hesitate to call.
Sincerely:
Charles P. ©'Cain, P.E.
CPO/pwb
500 North Mai r St., r + is o- r 117-47;30 • Phone: [phone] a Fax: [phone]

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:
Regarding: Sanitary Se
We are sending you:
e
o serve Chestnut Park (Private)
Ei Copy of letter 0 Plans P
Other
Date No.
11/7/12
2/28/13
2/27/131
2/27/13
2/28/13
2/28/13
2/27/13
Description
TRANSMITTAL
Date: 2/28/13
Prints Shop Drawings
Signatory Authority Letter
Sewer Capacity Letter
Non -Discharge Permit ApplicatiOn
Copy of Non -Discharge Permit Application
Flow Tracking Form
3888 $48000 Check (Application Fee
These are transmitted as checked below:
El For approval D For your use 0 As requested 0 For review and comments
Remarks:
Signed:
Received by: Date:

Permit Number WQ0036400
Central Files: APS SWP__._
03/07/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Fast Track
Status Project Type
Active New Project
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
5000
Facility
Facility Name Major/Minor Region
Chestnut Park Minor Mooresville
Location Address
Owner
County
Union
Facility Contact Affiliation
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 03/01/13
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective Expiration
03/07/13 03/07/13
Regulated Activities Requested/Received Events '
Wastewater collection Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin