WQ0042189_Application (FTSE)_20201217

TRANSMITTAL CHECKLIST:
CONTENTS:
1. Cover Letter
2. Check from Town to NC-DWQ-FRO
3. Fast Track Sewer Permit Application Form
4. 8.5"xl 1" Arial and Topo maps
5. 11"xl7" Plans
FROM:
WithersRavenel
Leonard McBryde III, PE
219 Station Road, Suite 101
Wilmington, NC 28405
Office:910.256.9277 1 Direct:919.238.0424
Mobile: [phone]
[e-mail]
TO: via FED -EX:
Trent Allen, Regional Supervisor
Systel Bldg.
225 Green Street, Suite 714,
Fayetteville, NC 28301-5095
All items have also been submitted electronically to:
trent.allen c nedenraov
and
[e-mail]
Phone:
910-433-3300
[phone]

40 With rsRav net
lipOur Peop(e. Your Success.
December 15, 2020
Mr. Trent Allen
[e-mail], (910-433-3336)
North Carolina Department of Environmental Quality
Water Resources/Water Quality Environmental Regional Supervisor
Systel Bldg., 225 Green Street, Suite 714, Fayetteville, NC 28301-5095
RE: Troy Bil-Hen Lift Station Gravity Sewer Replacement Fast Track Application
WR Project #: 06200186.00
Dear Mr. Allen,
Please find attached the following for the Troy Bil-Hen Lift Station Gravity Sewer Replacement Fast Track
Application submittal.
1) $480.00 Check for Application Fee from Town of Troy
2) One paper original of Application, with original signatures and seal.
3) One 11"X17" size set of plans.
4) One paper copy of Site Maps
Electronic copies of documents have also been sent to you via email.
Please feel free to contact me if there are any questions or comments.
Sincerely,
Withers Rave. neI
Leonard McBryde III, PE
Project Manager
424 Gallimore Dairy Road, Suite C I Greensboro, NC 27409
t: 336.605.3009 f: 9'19.467.6003 1 www.withersravenel.com I License No. C-0832
Asheville I Cary Greensboro I Pittsboro I Raleigh I SOWthern Pines I Wilmington

DocuSign Envelope ID: A1A78200-4952-4F3B-9435-50DB7125DA77
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 1SA NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted ((to not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC I C .0100;
Projects that do not meet any part of the minimum design criteria (MDC) document;
Projects that involve a variance from the requirements of 15A NCAC 2T;
D Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Y Vacuum sewer systems.
General — When submitting an application, please use the following instructions as aehecklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce it quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
S> Payable to North Carolina Depaironent of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 12 is a corporation or company, provide documentation it is registered for business with
Ow North Carolina Secrctary of State.
❑ If the Applicant Type in ltern 1.2 is a partnership or d/b/a, enclose a copy of the certificate tiled with the Register of
Deeds in the county of business.
® The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with l5A NCAC 02T .o106(b).
Per 15A NCAC 02T .0106(c), an alternate person may he designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

DocuSign Envelope ID: A1A782004952-4F3B-9435-50D67125DA77
E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
time sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c)7 submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
Far inure hijbrnuution, visi/ the. Dirision's collection sl's'(ems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCU1\,IEN`fATION Page 2 of 3

DocuSign Envelope ID: A1A78200-4952-4F3B-9435-50D67125DA77
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Reafonal Office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Reafonal Office
450 W. Hanes Mill Road
Suite 300
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUNIENTATION Page 3 of 3

DowSign Envelope ID: A1A78200-4952-4F3B-9435-50D67125DA77
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: w q y ,$ (to be completed by UwR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Troy. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Greg Zephir per 15A NCAC 02T .o106(b)
Title: Town Manager
4. Applicant's mailing address: 315 North Main Street
City: Troy State: NC Zip: 27371.-_
5. Applicant's contact information:
Phone number: 910 572-3661 Email Address: hovntanager(ain•ov.ne.us
❑. PROJECT INFORMATION:
I. Project name: Troy Bil-Hen Lift Station Gravity Sewer Replacement
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Montgomery
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.358922� Longitude:-79.904715,
5. Parcel ID (if applicable): Town of Troy. Bil-Hen Lift Station. PIN: 7538 09 06 2863. R South Bilhea Street
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Leonard McBride License Number: 036163
Firm: WithersRavenel
Mailing address: 115 NlacKenan Drive
City: Cary State: NC Zip: 27511-_
Phone number: [phone] Email Address: Itnebrvder(i�withersravenel.cont
IV. WASTEWATER TREATNIENT FACILITY (NYWTF) INFORMATION:
I. Facility Name: Troy WWTP Permit Number: NCO028916
Owner Name: Town of Trov. NC
Y. RECEIVING DOIYNSTREAM SEWER INFORtAIATION (if(lifferent than 11'NYTF):
1. Permit Nuntber(s): WQ_ downstream (Receiving) Sewer Size: Bil-Hen Lift Station Wet Well inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 9Q 134
Owner Name(s): Town o1'Trov
FORM: 17TA 04-16 Page I of 5

DocuSign Envelope ID: A1A78200A952-4F3B-9435-50D67125DA77
V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes []No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 %Domestic/Commercial %Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ Hves, provide a copv offlow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02'F.0114(f))
Daily Design Flow "''
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
dotal
GPD
I See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum Flow per
dwelling, proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 sliall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _ GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
® Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: F"rA 04- I6 Page 2 of 5

DocuSign Envelope ID: A1A78200-4952-4F3B-9435-50DB7125DA77
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
10 2820 PVC
10 645 DIP
➢ Section 11 & III of the NIDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NIDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Puntn station number or name:
2. Approximate Coordinates (Decimal Degrees). Latitude: Longitude: -
3. Design flow of the pump station: _ millions gallons per clay (firm capacity)
4. Operational point(s) of the ptunp(s): _ gallons per minute at — feet total dynamic head (TDI I)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02'f .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
Required for all pump stations with all average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has all average daily flow less than 15,000 gallons per clay:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency ptnnp connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations. an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including navel tintefrmnes, shall be provided
in the case ora multiple station power outage.
FORM: F'fA 04-16 page 3 of

DocuSign Envelope ID: A1A78200-4952-4F3B-9435-50D67125DA77
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I SA NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming tools
10 feet
Final earth evade (vertical)
36 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
No varimtce is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ®N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or401 Water Quality Certifications?
➢ Inrorntation can be obtained front the 40l & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stortnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes ®No ❑ N/A
II'yes, include an attachntentwith details for each line, including type (aerial line, size, material, and location).
Nigh priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the perntitee's individual System -Wide Collection permit.
FORVL F'I'A 04-16 Page 4 of 5

DocuSign Envelope ID: A1A78200v1952-4F3B-9435-50D67125DA77
X. CERTIFICATIONS:
1. Does the submitted system comply with ISA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required Prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Leonard Mcbryde attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
havejudged it to be consistent with the proposed design.
NOTE — fit accordance with General Statutes 143-215.6A and 143-215.66, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: I G A R
(—DOCUSIgnid by.- Q SEAL
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Mr. Greg Zephir, Town Manager, Town of Troy, NC attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an imnmediate enforcement action that may include civil penalties,
in relief, and/or criuminal prosecution. I wil I stake no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting_ information and attachnments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to emceed S 10,000 as well as civil penalties up to S25,000 per violation.
Date:
FORM: PTA 04-16 Page 5 of

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DocuSign Envelope ID: A1A78200-4952-4F3B-9435-50D67125DA77
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Troy. NC (company, municipality, HOA, utility, etc.
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned ublic Utility
❑ Federal ❑ State/County ® Municipal 0 Other �A � "� I�r,, }
3. Signature authority's name: Greg Zephir per 15A NCAC 02T.0106(b) DE 1b� li 6` %
Title: Town Manager p E r 9 1 2020
4. Applicant's mailing address: 315 North Main Street - - f r j'yP
City: Trov State: NC Zip: 27371-_ A;GROS
5. Applicant's contact information: C='%i�� i �'i` I t t (""??(�f14:._0'FF;CE
Phone number: [phone] Email Address: trovmanager�.trov.ne.us
II. PROJECT INFORMATION:
I. Project name: Trov Bil-Hen Lift Station Gravity Sewer Replacement
2. Application'Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Montgomery
4. Approximate Coordinates (Decimal Deggrees): Latitude: 35.358922- Longitude:-79.904715' -
5. Parcel ID (if applicable): Town of Trov. Bit -Hen Lift Station. PIN: 7538 09 06 2863. R South Bilhen Street
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
TOWN OF TROY FIRST BANK This instrument has been preaudited in
(910.) 572-3661 315 NORTH MAIN STREET TROY, NC the manner required by the Local Government 125131
TROY, NORTH CAROLINA 27371 Fiscal Control Act
66-456/53 L .
Four Hundred EightyDollars and 00 Cents 125131
PY
TOTE NCDEQ
ORDER 137 S. WILMINGTON ST
SUITE 200
RALEIGH NC 27601-
ATTN:K_E_N JESNECK. PP
S'
DATE AMOUNT
12/14/2020 $480.00 9
p�
8'
THORIZED SIGNATURE
I

4
D E O'V V'R
PFC, ?-1 2020
A100S
TOWN OF TROY FIERSTBANK This instrument has been preaudited in 125131
TROY, NC the manner required by the Local Government L
[phone] 315 NORTH MAIN STREET Fiscal Control Act
TROY, NORTH CAROLINA 27371 66-456/531
125131
Four Hundred Eighty Dollars and 00 Cents
DATE AMOUNT
12114/2020 $480.00
PAY
TOTHE NCDEQ
ORDER 137 S. WILMINGTON ST
OF SUITE 200
RALEIGH NC 27601-
�TKORIZEQ SIONA1 UHh