WQ0042825_Application (FTSE)_20210826

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be com leted or th a li ation will b returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuquay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ StatelCounty ® Municipal
3. Signature authority's name: Matthew Poling per 15A NCAC 02T .010b b
Title: Engineering_Director
4. Applicant's mailing address: 14 N Milin Street
City: Fuquay-Varina State: NC Zip: 27546
5. Applicant's contact information:
Phone number: 9U) 753-1035 Email Address: m-polinga(�,fuguay-varina.ore
H. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I . Project name: Rowland's Grant
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: WQ00
3. County where project is located: Wake
CD
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.610879" Longitude:-78.725713'
00
5. Parcel ID (if applicable): 0687-07-9558 (closest to downstream), multiple site parcels
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
o.
1. Professional Engineer: David Arnold License Number: 3.6865
,
Firm: The Nag!2omyany. PLLC
ro
Mailing address: PO Box 810
City: Rolesville State: NC Zip: 27571-
Phone number: 919 630-2552 Email Address: damold thenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek W WTP Permit Number: NC000066516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
Sv tcgLFide .ell ctinn 4,ystein Permit Numhcfi(s)_L plicabl e
J: WQCS
Owner Name(s): Town of Fuquay-Varina
N
FORM: FTA 04-16 Page l 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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agrvvmgt (FORM. DEV) been attached?
❑ Yes []No ®NIA
3. If the Applicant is aHomeMroM._Owners' Association, has an Operati a reement (FORM: HOA) been attached?
❑ Yes []No ®NIA
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 rClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 190 % Domestic/Commercial % Commercial
% Industrial (See I5A NCAC 02T .0103(20))
-Is there a Pretreatment Program in effect? [:]Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ®Yes ❑ No
➢ Iftes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow
No, of Units
Flow
232 Single Family Homes
300 gal/day
232
69,600 GPD
gal/day
GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
69,600 GPD
a See 15A NCAC' 0 2 T .01 14(bJ..(dJ_(eX(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 1.5A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 69,600 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: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
9566
PVC
8
257
DIP
12
3,144
PVC
12
2,226
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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC f Pump Stations/Force 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 15A Nt'AC 02T .0305(bA 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 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 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g}
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
Water mains vertical -water over sewer including in benched trenches
24 inches
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-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinkinwater
r "Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hiah water or tide elevation and wetlands see item IX.2
I00 feet _
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
10 feet
5 feet
Any basement
feet
_
Top slope of embankment or cuts of 2 feet or more vertical hei t
Drains e s stems and interceptor drains
_ _l0
10 feet
5 feet
Any swimming pools -_
Final earth grade vertical
10 feet
36 inches
➢ 15ANCACO2T.0305W contains alternatives where separations in 02T.0305(t cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications w ftatte
➢ if noncompliance with 02T.0305(f3 oriel. 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 I SA 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 or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 I 05(c)(6) (additional permits/certifications)? ® Yes []No
Per I NCAC 02T.MS c 61, 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 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 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:
1. Does the submitted system comply with ISA TiCAC O?T, the Minimum_ D ign_Crkeria for the Permitting of Pump.Stations
and Force Mains (latest version), and the Gravily._Sewer Minimum Design fri(IIia(latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Aiternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is re uired rior to submittal of the Fast Track Application and suipportinz documents.
2. Professional Engincer's Certification:
James David Arnold
attest that this application for
(Professional Engineer's name from Application Item IH.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 143-215.613, 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 not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
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North Carolina Professional Engineer's seal, signature, and date: .•`, s•N,. S.A�R�lA''•,�
SEAL t
036865
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
08/17/2021
1, Matthew B. Poling, Engineering Director 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 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 not to exceed $ 10,000 as well as civil penalties up to $25,000 per violation.
Signature: 6 -20-&�i
Date: 8/23/2021
FORM: FTA 04-16 Page 5 of 5

NC dept of 'nviron ina
en State of North
tal Quality Department of Environments Quality
AU 2 6 921 Division of Water Resources
Raleigh Flow Tracking for Sewer Extension Applications
Re�rOnal Office (FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Rowlands Grant 2 phases
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creek WWTP
b. WWTP Facility Permit #: NCO066516
All, flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 1.102
e. WWTP facility's actual avg. flow 1.152
f. Total flow for this specific request .070
g. Total actual and obligated flows to the facility 2.324
h. Percent of permitted flow used 77.46%
II. Complete this section for each pump station you are responsible for along the route of this 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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / p0, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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 < 0.
Downstream Facility Name (Sewer): Terrible Creek WWTP
Downstream Permit Number: NC0066516
Page I of 6
FTSE 10-18

III. Certification Statement:
I Matthew B. Poling certify to the best of my knowledge that 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, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
08/25/2021
Signing Official Signature Date
Engineering Director
Title of Signing Official
Page 2 of 6
USE l 0-18

The Nau Company
Consulting Civil Engineers
August 26, 2021
NCDEQ - Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Rowlands Grant
Dear Sir/Madam,
Please accept our sanitary sewer permit application for the Rowlands Grant single family
residential subdivision located in Fuquay-Varina, NC. The proposed subdivision will contain 232
single family homes.
Proposed flows for the community are assumed based on a mix of 3 and 4 bedrooms homes.
The Town of Fuquay-Varina has previously agreed upon a flow of 300 gpd/unit. The total
requested flow is anticipated to be 69,600 gpd.
Sanitary sewer within the community itself will all be 8" gravity sewer mains and total
approximately 9,823 If. Additionally, a 12" gravity sanitary sewer extension will be made from
the subdivision to the Terrible Creels Wastewater Treatment Facility. The extension is
approximately 5,370 If. A portion of this extension will consist of aerial piping. Plans for this
have been included with the submittal.
A portion of the sewer will be within 50' of existing wetlands. A note has been provided on the
plans (see attached) that this portion of sewer shall be C-900 PVC and hydrostatic pressure
tested. Manholes in this area shall also be watertight.
Sincerely,
The Nau Company, PLLC
David Arnold, PE
[e-mail]
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PO Box 810 / Rolesville, North Carolina 27571 / [phone]

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Ntate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7.200I
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Ft}quay-Varina, North Carolina 27526
Dear Mr. Allway:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENWRONMENr ANO NATURAL RESOURCES
'RECEIAM
NOV 0 8 2001
3bttat 4 PNgtt *48ft
Subject: Town of Fuquay Varina
Flow Reduction Approval
Wake County
On September 10, 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 214 .0219(l)(3).
Based on the information submitted, the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge petmit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Re le
of the ad'usted desigp daily wastewater flow rate. at no time shall the wastewater flows exce the qffluent
limits defined in the Town's,,NPDE5 Remilt for the'' treatment faudifty orexceed the caRAqity.of the sewers
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name, errnitted flow new119W
under redL0:on 4d thL if#erenee between than). if you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since ,
L'
�4 Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

The Mau Company
Consulting Civil Engineers
Deliver to
TRANSMITTAL
Sender
PO Box 810
Rolesville, NC 27571
919-435-6395
NCDEQ Raleigh Regional Office David Arnold, PE
Water Quality Section 919-630-2552
3800 Barrett Drive [e-mail]
Raleigh NC 27609 Date August 26, 2021
Delivery method Hand Delivery
Project name
Submittal type
Rowlands Grant
Sanitary Sewer Fast Track Permit
Quantity
Date
Description
2
08/26/21
Fast Track Application
1
08/26/21
FTSE - Fuquay-Varina NCD
1
08/26/21
Flow reduction letter Eh'`lron�,enta1
1
08/26/21
Narrative -Iub 2,6 -'411rty
Z
1
08/26/21
Map g �ogltih�l
1
08/26/21
c�
Plan (aerial/sewer adjacent to wetlands)
1
08/26/21
Review fee ($480)
Comments/Notes
Please find the required items for the Rowlands Grant Subdivision in Fuquay-Varina. If you need
any additional information or if I was missing any items, please let me know so I can get them to
you ASAP. Thanks, David
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