WQ0041158_Application (FTSE)_20190909

September 4,
Mr. Timothy Heim
Division of Water Resources —Asheville Regional Office
North Carolina Department of Enviromental Quality
2090 U.S. Highway 70
Swannanoa, NC 28778
Water Quality Regional Opera(ions
Asheville Regional Office
RE: Fast -Track Permit Application
Meadow Road and Indian Trail Sewer System Improvements —CDBG 17.1-2957
Town of Burnsville, Yancey County, NC
Dear Mr. Heim:
On behalf of the Town of Burnsville please find enclosed one (1) original and one (1) copy of the following for
the above referenced project:
• Executed Fast Track application form FTA 04-16
• Check in the amount of $480 for the application fee
• An 8.5 by 11-Inch portion of a USGS map showing the project area
• A street/location map showing the project area
The project consists of the installation of approximately 3,7501inear feet of 8-inch sanitary sewer, 1,300
linear feet of 4-Inch sewer service line, and 22 manholes to replace the existing 4-Inch and 6-inch Orangeburg
sewer lines currently located along Meadow Road and Indian Trail with lines sized and constructed of
materials conforming to current approved standards. The new sewer lines will connect to the existing Town
of Burnsville sewer system nearthe intersections of E. Main Street,Meadow Road, and Indian Trail.
The Town of Burnsville will own and maintain the gravity sewer lines. Naadditional flow will be generated
with this project, Flow Tracking/Acceptance Form FTSE 04-16 is not included for this reason.
Please contact me if you have any questions.
Sincerely,
McGILL ASSOCIATES, P.A.
Ivan essina
ENGINEERING TECHNICIAN
Enclosures
cc: MJ Chen, McGill Associates (email)
Shane Dale, Town of Burnsville (email)
LABroadstreet\ProjectM201 A17.00356\MIscXPerrn tSlDWR\FTA Cover Letter.docx
MCG ILL ASSOCIATES 55 BROAD STREET, AS HEV I LEE, NC 28801 /828.252.0575 / MCC I LLASSOCIATES.COM

State of North Carolina
�I Department of Environmental Quality
WR Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
'Division of Water Resources INSTRUCTIONS FOR FORM: ETA 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, 15A 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(h), 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 l5A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a penult from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast hack process (must be submitted for fule l teelmi \�f �'
Zi
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 H v
D Projects that do not meet any part of the minimum design criteria (MDC) docian t
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; SEP _ 5 2019
➢ 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);
➢ Vacuum sewer systems. Water Quality Regional Operations
General— When submitting an application, please use the fallowing instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items wild 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 farm.
C. Application Fee (All New and Major. Modification Application Packages):
El Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department 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 I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State, -
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item II.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 15A NCAC 02T 0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be 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: ETA 04-16 &SUPPORTING DOCUMENTATION Page l of

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 11-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 ISA NCAC 02T 01 l5(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
the 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 0115(c), submit the properly executed Operational Aareement (FORM' HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15ANCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM, DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 0446 & SUPPORTING DOCUMENTATION Page 2 of 3

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,
(828) 2964500
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,
(919) 7914200
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
Water Quality Section
943 Washington Square Mall
Beaufort, Belle, Camden, Chowan, Craven,
Washington, North Carolina 27889
Curriluck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wllminuton 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 Regional Office
450 W. Hanes Mill Road
Alamance, Allegheny, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stakes, Sorry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

1 State of North Carolina
D I� Department 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: (mbecompleredby DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Burnsville (company, municipality, BOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federaltt per
® County Municipal name:
3. Signature authority's name::❑ Theresa Coletta per ISA NCAC 02T .0106(b)
Title: Mayor L
4. Applicant's mailing address: 2 To. Square SEP - 5 2019
City: Burnsville State: NC Zip: 28714-_
5. Applicant's contact information: Water Quality RegionalOperatlOn9
Asheville Regional Office
Phone number: [phone] Email Address: mayor@townotbumsv'lle ore
IL PROJECT INFORMATION:
1. Project name: Meadow Road and Indian Trail Sewer System Improvements
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermioProject
If a modification, provide the existing permit number: WON and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Yamay
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.91690° Longitude:-82.2871-
5. Parcel ID (if applicable): 082015647659000
(or Parcel ID to closest downsheam sewer)
III. CONSULTANT INFORMATION:
Professional Engineer: Marring Chen PE License Number: 039025
Firm: McGill Associates PA
Mailing address: PO Box 2259
City: Asheville State: NC Zip: 28802-_
Phone number: [phone] Email Address: mi.chen(oDmceilleneineers cam
FV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name: Town of Burnsville WWTP Permit Number: NCO020290
Owner Name: Town of Burnsville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s):WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00143
Owner Name(s): TOWN OF BURNSVILLE
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No NN/A
2. If the Applicant is a Developer of lots to be sold, has a D)evelo6er's Operational Agreement (FORM: DEV1 been attached?
❑ Yes [-]No NN/A
3. If the Applicant is a Hone/P ro terry Owners' Association,has all 00crational Ameenient (FORK HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply)
N Residential Owned
❑ Retail (stores, centers, malls)
❑ Car Wash
N 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
e ISA NCAC 02T O103(2011 %Industrial (Se
"Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(D? ❑ Yes N No
➢ If yes, provide a cony of Row reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(01
Daily Design Flow °•"
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
I GPD
a See 15A NCAC 02T .0114(b)(dl (e)(D 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T 01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 0 GPD (per 15A NCAC 02T 01141
➢ 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:
N Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02'1'.0305& MDC (Gravity Sewersl:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,750 DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopesfor gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable)—02T.0305 & MDC (Pump Stations/Force Main ):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH)
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 02T 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 an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ 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 pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is awned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pmnp is dedicated to multiple pump stations, ant 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.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 07P .0305(t) & (el ® Yes ❑ No
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)
l8 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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I 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
l0 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 pools
10 feet
Final earth wade vertical
36 inches
➢ 15A NCAC 02T 0305(a) contains alternatives where separations in 02T 0305ffl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications welapag
D If noncompliance with 02T.0305(0 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 variance 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 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with ISA NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T 0105(e)(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, stormwater 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 atreambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
L Does the submitted system comply with 15A NCAC 02'C, the Min' m u Design Critei i a forthe Purinittinu of P Sp_ t t'
and Force Mai rs (fates[ version) and the Gravity Sewer Min' nun Desien C a i (latest verssilad as applicable?
® Yes ❑ No
IFNo, complete and submit the Variance/Alterrative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is req aired arior to submittal ofth Fast TkApplication and supporting documen is
2,
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
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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 fine net to exceed $10,000, as well as civil penalties up to $25,000 per violation.
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 immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make 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 attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215 613 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanoq which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. �y q
Signatur.6_'� Date:
FORM: ETA 04-16 Page 5 of 5

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GRAPHIC SCALE (INCH=2000FEET
MEADOW RO AND INDIAN TRAIL FIGURE
SEWER SYSTEM IMPROVEMENTS
TOWN OF BURNSVILLE PROPOSED PROJECT
OED MAP