WQ0042337_Application (FTSE)_20210212

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: Wd o o u L 55 (la be complocd by Dwlt)
All items must be completed or the annlication will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuquay-Varina (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: Jay T. Meyers per 15A NCAC 021.-A1� 061b
Title: Public Utilities Director NC Dept of Environmental Quality
4. Applicant's mailing address: 134 N. Main Street
City: Fuquav-Varina State: NC zip: 27526-_ FEB 1 2�2�
5. Applicant's contact information:
Phone number: (919) 567-391 1 Email Address: jmevers(r�fuquav-varina.ors Ri�leigh Regional Office
IL PROJECT INFORMATION:
I. Project name: Aviator Brewing Company .-.(5U6L(
2. Application,'Preject 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: WQ00.
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.592861 Longitude:-78.791786
5. Parcel ID (if applicable): 0667-21-0008
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Donald L. Curry License Number: 26970
Firm: The Curry Engineering Group, PLLC
Mailing address: 205 S. Fuquav Ave.
City: Fuquay-Varina State: NC Zip: 27526-2212
Phone number: (9l9) 552-0849 Email Address: donor curryeng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Terrible Creek WWTP Permit Number: NCO066516
Owner Name: Town of Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (it different than WWTF):
I. Permit Number(s): WQ unknown Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection S}_stem Permit Numbers,sl fiL lann iesblel: WQCS00193
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 04-16 Page I 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 ®N:A
_ If the Applicant is a Developer of lots to be sold, has a Do-eloper's Operational Agrcemcot (FORM; DEVj been attached?
❑ Yes ❑No ®N.'A
3. if the Applicant is a HomeiftopWy..Owners' Association.lLs an Operational Agreement�ORM% hE{)A1 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 preparationiservice ❑ 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: % Domestic;Commercial 100'a Commercial
% Industrial (See 15A NCAC 02T .0103 20
bls there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T_01 I4(? ❑ Yes ® No
I f ves rovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(r))
Daily Design Flow'-e
No. or Units
Flow
Brewery Building
35 gal/employee/shift
12 (1 shift)
420 GPD
Restaurant
40 gal/seat
443
17,720 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
18,140 GPD
a See 15A NCAC 02T ,01 14�bj,_(dJ (o( I } 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 I5A NCAC 02T.01 14) shall be
determined using available flow data, water using Fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 18.140 GPD (per 02T .0114)
i 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: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & .NIDC (Gravity Se%%ers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
7
PVC (C900)
8
392
DIP
Section II & III of the MDC 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 MDC
VI I I, PUMP STATION DESIGN CRITERIA (IF Applicable)— 02T .0305 & MDC (Pump StationsrForce Mains):
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 I SA NCAC 02T .0 03 h X I :
❑ 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):
i 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 travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A 1ICAC. 02 l' ,03b f g (y)
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems.
® 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
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 II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, FIQW, 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
To2 slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
A.NCAC 02T.0305 , contains alternatives where separations in 02T.0305(f cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface M-aer Classification12age
%- If noncompliance with 027.03050) or (g), 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 I SA NCAC 213.0202
4. Does the project require coverage; authorization under a 404 Nationwide or ®Yes ®No
individual permits or 401 Water Quality Certifications?
e Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T,01G5fcX) (additional perm itslcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.010.Sac,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 I5A.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
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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02L 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:
I, gpyK L • LJ& -,,M, pC,-_ attest that this application for
(Professional Engineer's name from Application Item I1I.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
have judged it to be consistent with the proposed design.
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 fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and datt
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, rQ i r &1fG%, 1 • y, . i'1���1 C 04, 7� 77c° 5 _D/1 • attest that this application for
(Sigiiature A thority's ame & title from Application Item I.3.)
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. 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 143-215.6B, 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 fine ryat�o exceed $10,000 as well as civil penalties up to $25,000 per violation.
- `��ZA s /
1�
FORM: FTA 04-16 Page 5 of 5

OF W ATF9 State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
O Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Aviator Brewing Company
More than one FTSE may be required far a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewalerflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creek WWTP 1
b
b. WWTP Facility Permit #: NCO066516 �,
b
Aff flows are in MGD rn
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.875
e. WWTP facility's actual avg. flow 1.152 ry
l: Total flow for this specific request 0.018, AS
g. TotaI actual and obligated flows to the facility 2.045 Lp
h. Percent of permitted flow used 68.17% ra
o
11. Complete this section for each pump station you are responsible for along the route of this
17
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)-(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm i p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pl) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is c 0.
Page 1 of 6

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CurLyENGtN
TRANSMITTAL FORM
TO: NC Dept. of Environmental Quality
Div. of Water Resources
Raleigh Regional Office
Water quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
919-791-4200
SUBJECT: Aviator Brewing Company
CURRY PROJECT NO: 2020-002
We are sending you the following items:
COPIES f ITEM
2 I Application
2 Forms
1 Check
NC Dept Of Environmental Quality
FEB 12 2021
Raleigh Regional Office
DATE: February 10, 2021
SENT BY: Ed Loeffler
DESCRIPTION
Fast Track Sewer Applical on - Aviator Brewing Company - Public Sewer
FTSE 06 13 (Town of I uquay-Vannal
$480.00 Fee, Sewer Application
These are transmitted as checked below:
For Information Approved as Noted — Revise and Resubmit
As Requested T Not Approved — Revise and Resubmit
For Review and Comments For Record and File
For Revision Submittal
x For Approval For Recording
Approved For Signature, then return to:
REMARKS:
Attached please find the signed Fast Track Sanitary Sewer Applications IPubl c Sewerl for the Aviator
Brewing Company property at 609 North Street in Fuquay-Varina. Please contact me with any
questions. Thank you,
T (9191552-0849 205S.Fuquay Avenue
F 1919)552-2043 Fuquay-Varina,NC 27526

CuxryENGINEERING
February 10.2021
NC Department of Environment Quality
Division of Water Resources
Raleigh Regional Office
Water Quality Sert=on
1628 Mail Serv,ce Center
Raleigh, NC 27699-1628
19191 791.4200
RE: Aviator Brew.ng Company - Publit Sewer Extension
Sewer Fast Track Sanitary Sewer App,ication Cover Letter
To Whom It May Concern.
NC Dept of Environmental Quality
Fie 1 z 2021
Raleigh Regional Office
Enclosed please f nd documentation, design data, appl cation fee and other resources necessary to
review the Fast Track Appl cation for the public sanitary sewer system of the Aviator Brewing
Company development in Fuquay-Vanna. NC. The development consists of a brewery facility, a
restaurant, a cultural cooking center and an entertainment pavilion. The wastewater generated by the
site totals 18.140 GPD. Construction of the san Lary sewer lines will connect to two existing public
sewer lines at the south and east side of the property, which feed to the Terrible Creek Waste Water
Treatment Plant. The Av ator Brewing Company development is located at 609 North Street in Fuquay.-
Varina. The property involved is located within the City of Fuquay-Varina, NC planning jurisdiction.
The public sanitary sewer system-onsists of 392 feet of 8" DIP and 7 feet of PVC gravity service
connecting to existing public grav ty main I. nes. There are three 13) new manholes to be installed in
the development.
At the completion of construction, the system will be. certified by a licensed professional engineer in
accordance with NCDEQ and State and IoUat regulations.
S.'nc erely,
Ed Loeffter, Project Manager
1T [9191 552-0049 205 S. Fuquay Avenue
F [phone] Fuquay-Varina, NC 27526
4ILRY E 11GI
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