WQ0042535_Application (FTSE)_20210512

' 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: _ woo L(Z75 � (to be completed by DWR)
r
All items must be completed or the, application will be returned
1. APPLICANT INFORMATION:
I.
Applicant's name: Town of Fuuuav-Varina, 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: Jay T. Meyers, PE per 15A NCAC 02T .0106(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: 919 753-1028 Email Address: jmeyers(@l`auay-varina.org
n
I1. PROJECT
INFORMATION:,
1.
Project name: Stonecreek Subdivision - Phase 4
2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00__ and issued date:
N o�
If new construction but part of a master plan, provide the existing permit number: WQ00
G
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3.
County where project is located: Wake
0
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.63` Longitude:-78.76'
5.
Parcel 1D (if applicable): 0678056672
CD
(or Parcel ID to closest downstream sewer)
II1. CONSULTANT INFORMATION:
I. Professional Engineer: Mike Zaccardo, PELicense Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity_Road-Suite _102
City: Raleigh State: NC Zip: 27607-
Phone number: (21J9 532-3281 Email Address: mike.zaccardo(@timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC000066516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
t. Permit Number(s): WQ093;633- 081 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) if applicable): WQCSOO 143
Owner Name(s): Town of Fuquay;Varina
DORM: 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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV been att ched?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Prone 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 Q Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool' day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses I offices f factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial __% Commercial
% Industrial See 15A NCAC 02T .0103 20 )
L----*Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(H? ® Yes ❑ No
If Yes, provide a coRy of flow reduction apiRroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T�0114(tl)
Daily Design Flow `,b
No. of Units
Flow
Residential - 4 bedroom
300 gal/day
33
9,900 GPD
gal/
GPD
-gal/
GPD
gal/
GPD
gal/
gal/
GPD
GPD
Total
9,900 GPD
a See 15A NCAC 02T _0114(_b WJ [e)(l) 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 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9,900 GPD (per 15A NCAC 02T .0114
D 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):
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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
2I6
C900
8
384
PVC
1
➢ 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 (Puma 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: s 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) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305fh)(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 - I5A 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,

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(l)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305f 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
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
AnX 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 grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ 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 ❑ NIA
➢ This would include Trout Buffered Streams per I5A NCAC 213.0202
4. Does the project require coveragetauthorization under a 404 Nationwide or ®Yes. ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permittins 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, 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 ❑ NIA
➢ 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- l6 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 021, the Minimum Design Criteria for the Permitting of Pump Stations
and Farce 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. Professio=1"U
er's Certification:
I,AOL I
(Professional Engit
's nam f om Application item 111.1.)
SMdjui;je v — Pk 9-Ye �
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. 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.
.......... ..........
North Carolina Professional Engineer's seal, signature, and date: k•;x��Hsalt#��� ;may I
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i�...a.nG._..__. ...
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 7Me ors -6. L11-C_ -
Oignatilre Authority's name & title from Application Item 1.3.)
attest that this application for
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 143-215.613, 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.
Signat e: _ Date: 05 may
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Townf Fuguay-Varina
Project Name for which flow is being requested: Stonecreek Subdivision Ph 4
More than one FTSE pray be required for a single project if the owner of the WTVTP is not responsible far all pump
stations along the route of the proposed wastewaterjlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #
Terrible Creek WWTP
: NCO066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
AlI flows are in MGD
3.000
1.002
1.152
0.010
2.164
72.13%
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Stonecreek
0040191
0.144
(A)
(B)
(C)
(D)=(B+Q
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow**
Avg. Daily
Tributary
Plus
(Firm ! pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
0.058
0.000
0.057
0.057
0.001
* 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): Stonecreek Subdivision Phase 1
Downstream Permit Number: 0040191
Page 1 of 6

III. Certification Statement:
I Jay T Meyers, PE_ 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.
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Title of Sign
I. ,'a,, rho I'
Official
Ma v 20Z
Page 2 of 6

PROJECT NARRATIVE
Project Name: Stonecreek — Phase 4
Location: Fuquay Varina, Wake County, NC
Owner. Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Developer. Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
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The proposed project is inside Fuquay Varina jurisdictional limits and is located along Hill -Top
Needmore Road, west of the intersection with NC 401. The scope of this project will include the
construction of 33 residential lots and associated roads in phase 4.
The proposed public sewer extension will provide domestic service to Phase 4 of Stonecreek
subdivision on a 10.80-acre tract of land (Phase 4) in Fuquay Varina, NC.
Development Flow Rate: 9,900 gpd
(33) 4 bedroom houses [}a 300 gpd/unit

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North Carolina — Wake County
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Mate 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. Allwav:
NON
NCDENR
NORTH CAROLINA DEFARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
PJr+i 0 8 2001
TM el ftway-l/a lm
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 Fuquav-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 flow per residence in February 2000 was 271 GPD. ReeardIess
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 facilityor 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, pLoject name ermitted flow, new flow
under reduction and the difference between them). if you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
S ince ,
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone]$3 Fax 919-7 U-604$
An Equal Opportunity Affirmative Action Employer 50% recycledl10% post -consumer paper

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office Date: 05/11/2021 Job #: 39070
3800 Barrett Drive Project: Stonecreek Subdivision — Ph4
Raleigh NC_ 27609 Reference:
Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement
1
2
Check for $480
1
3
Project Narrative
1
4
USGS ma
1
5
VicinitV Ma
1
6
NCDENR Letter Dated Nov. 8 2001 — Flow Reduction
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or dexter.howell timmons.com.
NC Uept ofEnvisorimental Quality
Thank you,A� 2ti21
Dexter Howell ffice
Project Manager �talcigh Kcgiollal O
SIGNED:
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