WQ0042400_Application (FTSE)_20210322

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: 1& 00- (it) be completed h) DWIZI
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fu ua -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. PE per I5A NCAC 02T .D 106(b}
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuquay_Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (2_L9) 567-391 l Email Address: jme,+La fuquay-varina.org
11. PROJECT INFORMATION:
I. Project name: Meadow Bluffs Subdivision - Phases 4-7
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
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.619554 Longitude:-78.753300
5. Parcel ID (if applicable): 0677299412 O c,
(or Parcel ID to closest downstream sewer) a
v O
III. CONSULTANT INFORMATION:
0
I. Professional Engineer: Don Currv, PE License Number: 26970 } , o
Firm: The CuEy Engineering Group, PLLC W v0
Mailing address: 205 S._Fuquay Avenue
City: Fuquay-Varina Slate: NC Zip: 27526-2212
Phone number: [phone] Email Address: [e-mail] Z
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Terrible Creek WWTF Permit Number: NCO066516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: PTA 04-16 Page I of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No E A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operalional Agreement iFORM_ DEV) been attached?
[:]Yes [:]No ®N/A
3. If the Applicant is a Mn ert Owners' A ssocoation has an QMlional Agreement • H A 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 i veterinary facilities ❑ Swimming Pool Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooVFilter Backwash
❑ Businesses i offices..' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic.'Commercial % Commercial
_ % Industrial (See I SA_NCAC 02'1' .0103(20))
%Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC 02T _01 14(t)? ❑ Yes ❑ No
%- If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114M)
Daily Design Flow ° e
No. of Units
Flow
Single Family Subdivision lots
225 gal/day
139
31,275 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
31,275 GPD
a See 5,� A NCB 02T_.1 14(b), td). (e)(1) aridk4 J 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.01 141 shall
be determined using available now data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 31,275 GPD (per I Nt�' CJ.Z .01_ 14)
:- 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 & i_IIDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
4878
PVC
8"
855
DIP
I
I
Section 11 8. 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
Vill. PUMP STATION DESIGN CRITERIA or Applicable) — 02T .0305 & MDC (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 NCAC 02T .0
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)s
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 XQ:
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: PTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(t))t
I. Does the project comply with all separations found in 15A NCAC 02T .0305(1) & (e)
A- 15A NCAC 02T.0305(f) contains minimum separations that shall be vrovided 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 Il impounded reservoirs used as a source of drinkin g 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
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.03Wf n cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface 1X ater Classifications webpat*e
If noncompliance with 02T.0305(f) or al see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No
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 all setbacks found in the river basin rules per 15A NCAC 02B .0204? ® Yes [:)No
This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting, Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits -certifications)?
® Yes [:]No
Per 15A NCAC 02T.0105ft 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 1_JA 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
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:
Does the submitted system comply with I5A NcAC 02T, the Minimum Design Criteria for the_Permittintzof 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. Aparoval of the rc uesi is rc uired prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
4-
(Professional Engineer's na�ltn Application Item 111.1.5
_ _ _attest that this application for
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. 1 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.
North Carolina Professional Engineer's seal, signature, and date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I
( ignatute Authorityl name & title
Tod
Application Item I.3.)
attest that this application for
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 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature-
Q/-A
Date: H N14'c-k— 20 z c
FORM: PTA 04-16 Page 5 of 5

=pF W ATFRQ State of North Carolina
O G Department of Environment and Natural Resources
Division of Water Quality
0 Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: Meadow BIuffs S/D Ph 4-7
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 wastewater flow.
I. 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 0.894
e. WWTP facility's actual avg. flow 1.152 Go
f Total flow for this specific request 0.03I •,c° +�
g. Total actual and obligated flows to the facility 2.077�
c
h. Percent of permitted flow used 69.23% .145t � 0'.`
I1. Complete this section for each pump station you are responsible for along the route ot�'
proposed wastewater flow. yeti$
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (C)=(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 p0, 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 (pf1 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 < 0.
Page 1 of 6
FTSE 06-13

Certification Statement:
I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of
Director
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 indicates acceptance of this wastewater flow.
If March �Oz
Date
Page 2 of 6
rTSE 06-13

btate 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, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENV-RONMENT AND NATURAL RESOURCES
7l'M of ft*WVa*e
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 3001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present. but not yet tributary, singe -family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dweIlings.
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 I5A NCAC 2H .0219(1)(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 permit
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 flaw per residence in February 2000 was 271 GPD. Regardless
of the adiusted desien dailv wastewater flow rate- at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES permit for the treatment facility or exceed the capacity 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, permitted flow, new flow
under reduction and the difference beiween them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
S ince
1'
f-' 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]
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March 18.2021
NC Department of Environment Quality
Division of Water Resources
Raleigh Regional Office
Water Quality Section
1628 Mad Service Center
Raleigh. NC 27699-1628
19191791-4200
RE: Meadow Bluffs Subdivision - Phases 4-7
Sewer Fast Track Sanitary Sewer Application Cover Letter
Dear Sir,
Enclosed please find documentation, design data, applicat on fee and other resources necessary to
review the Fast Track Applications for the public sanitary sewer system of the Meadow B.uffs
Subdivision - Phases 4-7. in Fuquay•Varina, NC. The project consists of construction of 141 single
family subdivision lots, with connection to an existing public sewer tine at the east side of the property,
which feeds to the Terrible Creek Waste Water Treatment Plant. The Meadow Bluffs Subdivision is
located at 6021 Johnson Pond Road In Fuquay-Varina. The property involved is located w1hin the City
of Fuquay-Varina. NC planning jurisdiction. Phases 1-3 of this project, were previously approved with
Permit Numbers W00039980 and W00041137.
The sanitary sewer system for Phase 4-7 consist of 5733 feet of 8" PVC and gravity service from the
subdivision connecting to a public gravity main line. There are forty-seven 1471 new manholes to be
installed in Phases 4-7.
At the completion of construction, the system will be certified by a licensed professional engineer in
accordance with NCDEQ and State and local regulations.
Sincerely,
Ed Loeffler, Project Manager
T (9191552-0849 205 5 Fuquay Avenue
IF [phone] Fuquay-Varina, NC 27526
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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: Meadow Bluffs Subdivis-on - Ph 4 7
CURRY PROJECT NO: 2016-049
NCI)ePtofEnvironmental Qnalit}.
111122 2021
DATE: March 18, 2021
SENT BY: Ed Loeffler
Raleigh Rcgional Off,
We are sending you the following items:
COPIES I ITEM DESCRIPTION
2 Application Fast Track Sewer Application - Meadow Blulfs Subdivision - Phases 4-7
2 Forms FTSf 06 13 ITown of :.uquay Varinal
1 Check $480 00 Fee, Sewer Appti: at!,)n
These are transmitted as checked below:
For Information _ Approved as Noted - Revise and Resubmit
As Requested _ 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 for the Meadow Bluffs
Subdivision - Phase 4.7 property at 6021 Johnson Pond Road En Fuquay-Vanna. Please ronlacl me with
any questions Thank you.
7 19191 552-0849 205 S. Fuquay Avenue
F 19191 552-2043 Fuquay-Varina, NC 27526
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