WQ0041058_Application (FTSE)_20190729

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: t U J 0 O {to be completed by DWR)
All items must be completed or the apalication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State.'County ® Municipal
3. Signature authority's name: Jay Meyers. PE per 15A NCAC 02T .0106fb)
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City: Fuquay-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (919) 567-391 l Email Address: imeyers aAfuquay-varina.org
H. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
NC Dept Of Environmental Quality
JUL 2 9 2019
Raleigh Regional Office
1. Project name: Briar Gate Subdivision
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 master plan, provide the existing permit number: WQOD�
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.60434 Longitude:-78.82019
5. Parcel ID (if applicable): 0657446163,0657336137
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy M. Keeny. PE, PLS License Number: 039739
Firm: McKim & Creed. Inc
Mailing address: 1730 Varsity Drive
City: Raleigh State: NC Zip: 27606-_
Phone number: 9(9) 233-809I Email Address: ikeenyamckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek Wastewater Treatment Facility Permit Number: NCO066516
Owner Name: Fu ua-Varina Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ7�7V Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection item Permit Numbers) (ifa"licable): WQCS-GOA7j
Owner Name(s): Town of Fuquay-Varina
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 ❑NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Qperational Agreement (FORM: DEVI been attached?
❑ Yes ❑No MWA
3. If the Applicant is a Home/Pr9perty Owners' A s ciation has an Ogemlional A cement FORM: HOA been attached?
❑ Yes ❑No Z 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 / 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
% Industrial (See 1 SA NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? []Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114,(t)? ® Yes ❑ No
D If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow'•5
No. of Units
Flow
Residential (Phase 1 & 2)
300 gal/day
132
39,600 GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Total
39,600 GPD
a See 15A NCAC 02T .0114(b). O, (e)(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. 42A4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01-141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 39.600 GPD (per 15A NCAC 02T .0l 14)
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):
FORM: FTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravi Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
5103.9
PVC
8
926.7
DIP
8
2034.4
C-900
g0�
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pomy 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)
S. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with ISA NCAC 02T .0305(h)(I l:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1 XB)_
➢ 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)(l)(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: hTA 04- l 6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 & W ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Se aration 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-I waters of Class I or
Class I[ 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
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
AnX swimming pools
10 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ if noncompliance with 02T.0305(t) 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 ISA_NCAC 02B ,0200? ® Yes ❑ No ❑ NIA
➢ 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 15A NCAC 02T.0105(c)(61(additional permitslcertifrcations)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(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 ❑ 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: FfA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC Q2T, the Minimurn Qg9igo Criteria or the Permittirfa of Pump tati its
and Forcc ns {)akst_v_ersi¢q}, and the Gravity Sewer Minimum Desiizn Criteria flMest 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 r the reguest Is re uired prior to submittal of the Fast Track Aipplication and supportine
documents.
2. Professional Engineer's Certification:
I,
A t=2EM
(Professional
F- `
s name from
Item 111.1.)
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:
•�, SEA!
0379 r•
5.
fo l
i`��H f1Jr
3. Applicant's Certification per I SA NCAC 02T .0106(b):
I, �av -T, Me . E I tG I'f t;L�t7 attest that this application for
(Signaturd Auth rity'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 143-215.6E, 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.
yj
Date: t I
FORM: FTA 04-16 Page 5 of 5

NC Dept of Environmental Quality
o� WA rFR JUL 2 9 7919 State of North Carolina
O� OG Department of Environment and Natural Resources
cn leigh Regional Office Division of Water Quality
5 y
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSl 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested:
Briar Gate Subdivision
More than one FT.SE mad° be required fnr a single project if the owner of the WWTP is not responsible fur all purr.p
,,cations along the route r f the proposed wuste►vater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creel: WWTP
b. WWTP Facility Permit 4: NCO066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
c. 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
All flows are in JVfGD
3.000
0.701
1.353
0.040
2.094
69.8%
I1. 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)
Design
Pump
Average Deily
Station
Hirm
Flaw**
(Name or
Capacity,*
(Firm - pt),
Number)
MGD
MGD
NW
1.274
0.510
M
(C)
(D)=(R+C)
(E)=(A-D)
Oblit-aced,
Approx.
Not Yct
Total Current
Current Avg.
I ributary
Flow Plus
Daily Flow,
Daily Flo%%,
Oblig;tted
Available
MGD
MGD
Hlow
Capacity***
0.243
0.083
0.326
0.184
* 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 pealing
factor (pi) 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 c f 6
G'1-QV n4 112

Certification Statement;
I .lay 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.
Dare
Page 2 of b
��•cu nr,_ i z

vMCKIM&CREED NC Dept of Environmental Quality
1730 VARSITY DRIVE, SUITE 500, RALEIGH, NC 27606 JUL 2 9 2019
TEL [phone] • FAX [phone]
Raleigh Regional Office
ADDRESS: NC DEQ Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
ATTENTION: Mr. Danny Smith
LETTER OF TRANSMITTAL
DATE: July 29, 2019
PROJECT #: 04863-0017
TASK #: PERMIT
RE: Briar Gate Subdivision -Sewer Permit Submittal
TRANSMITTAL #: 1
PAGE 1 OF 1
WE ARE SENDING: ❑✓ Originals ✓❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑✓ Other - Check
Quantity
Drawing No.
Rev.
Description
Status
2
1 original, 1 copy
Fast Track Sewer Application and Flow Tracking
G
2
1 original,1 copy
USGS Map
C
2
1 original,1 copy
Project Narrative
C
2
set
Construction Drawings
C
2
1 original,1 copy
Flow Reduction Letter
C
1
Permit Application Fee (SUO)
C
2
CD's with digital copies
C
Issue Status Code:
Action Status Code:
A. Preliminary B. Fabrication Only
E. Construction F. For Review & Comments
1. No Exceptions Taken 2. Make Corrections Noted
4. Amend & Resubmit 5. Rejected - See Remarks
C. For Information D. Bid
G. For Approval H. See Remarks
3.Other
CC; McKIM & CREED, INC.
Signe A
Jerem . Keeny, PE, PL5

NC Dept of Environmental Quality
FAST TRACK SEWER APPLICATION JUL 212019
Raleigh Regional Office
Briar Gate Subdivision
5311 & 5375 Old Powell Road
Fuquay-Varina, North Carolina 27526
June 11, 2019
Prepared for:
Royal Oaks Building Group, LLC A Division of Mattamy Homes
1210 Trinity Road, Suite 102
Raleigh, North Carolina 27607
Phone: [phone]
r
` .5E y:9
03 73 �•
iv • �� 12��4 ,=
Prepared By:
T 1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 04863-0017

BRIAR GATE SUBDIVISION
June 11, 2019
PROJECT NARRATIVE
This project involves the construction of a 200-lot single family subdivision in
Fuquay-Varina, North Carolina and associated utility and storm drainage
infrastructure. All infrastructure for the subdivision will be permitted at this time.
Only flow for Phases 1 and 2, which have 132 lots combined, will be permitted at
this time. Phase 3 flow will be permitted at time of construction.
Summary of Sewer Lines to be permitted:
* 5103.9 LF of 8-inch PVC gravity sewer
* 926.7 LF of 8-inch DIP gravity sewer
* 2034.4 LF of 8-inch C-900 gravity sewer
Phase 1: 68 lots @ 300 gpd/lot discharging 20,400 gpd
Phase 2: 64 lots @ 300 gpd/lot discharging 19,200 gpd
Total: 132 lots @ 300 gpd/lot discharging 39,600 gpd*
*Phase 3 flow will be forthcoming at the time of construction
The sewage and wastewater collected by this system will be treated in the
Terrible Creek Wastewater Treatment Facility:
WWTP Facility Name: Terrible Creek Wastewater Treatment Facility
WWTP Facility Permit #NC0066516

......� .--a r'Ova LAR t 61 UJAIJI d
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory I Thorpe, Ph.D., Acting Director
November 7. 2001
N(r, N ichael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear W. Allwav'�
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NORTH CAROLlNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RF-sauRGEs
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Subject; Town of Fuquay-Varina
F'ow Reduction Approval
Wake County
On September 10. 2WI. the Division of Water Qualiry Non Dischame Permitting Unit recei%ctd yaur
flow reduction request For funire 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 inforni.itiun provided water use information for _1H)0 and .ictual daily waste water flow recordings
for their peak month of -N[ay. Other supporting data was provided_ The evaluation covered 91) homes that are
representative or the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2-H ,0219dV3).
Based on (tic 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 T:.wn �!buquay-
Varina. The Division slid note that the average flow per residence in February 2000 was 271 GPD, Regardless
of the ad_ iuyed design daily wastewater flo+s ritL. at no time shall the wsstcw;tter tlt�«s exceed the effluent
limits defined i1i the: 'ro%vn's hPDES ermit 1c�r the treatment facility or exceed the capacity of the sewers
downstream of an v n. ew sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, ro ect name ermined flow, new now
_ p___,l _ ,p_
under redggt!MAII(l the difference between them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371 _
5 incrye 7 {�
L'
A Gregory ! Thorpe. Ph D
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raletgh, North Carolina 27699-161 i Telephone [phone] Fax [phone]
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Deck, Erin M
From: Jeremy M. Keeny <[e-mail]>
Sent: Wednesday, August 21, 2019 11:02 AM
To: Deck, Erin M;[e-mail]
Cc: Robinson, Jason
Subject: (External) RE: Briar Gate Subdivision Fast Track Sewer Extension
DMUAWIRExternad email. Do not clicJe lipl:s ar open attachments -unless you verify. Send al! suspicious erriao as an att �W&ittc .
�erucrrt.suam�nc.�znv t,
Erin,
The impacts that are proposed are mostly related to construction/easement impacts. Most all of the sewer is outside of
the buffers and wetlands. There are two "crossings" proposed where the sewer line will run under areas of
wetlands. These two crossings will not be in contact with surface waters. They will be a minimum 12" under the
"stream bed/wetland bottom" elevation, and will be encased in either concrete or steel encasement pipe.
Also, the 401/404 permits include both the subdivision impacts, and the sewer outfall impacts (Water Quality permit #
WQ0040969). The stream impact referenced is relating to the previously permitted sewer outfall, and will be temporary
in nature for construction. The sewer in this location will also be a minimum 12" under the stream bed, and encased in
concrete.
So, this project (and previously approved outfall project with permit # WQ0040969) do not have high priority
lines. There are no aerial sewer crossings or sewer contacting surface water. The outfall has sewer that runs parallel to
streambanks/buffers, but is significantly away from the streambanks, and deep enough that it will not be subject to
erosion that undermines or deteriorates the sewer.
Please let me know if you have any further questions or need any further information.
Thanks,
Jeremy
From: Deck, Erin M <[e-mail]>
Sent: Wednesday, August 21, 2019 9:53 AM
To: [e-mail]; Jeremy M. Keeny <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Briar Gate Subdivision Fast Track Sewer Extension
Good Morning,
We are in the process of reviewing the subject application and require additional information.
Section IX. 6. High priority lines is marked "no." The 401 Water Quality Certification for Briar Gate Subdivision mentions
multiple riparian buffer and wetland impacts as well as a stream impact for a sanitary sewer crossing. Please verify that
the subject project does not include high priority lines (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.)
If there are high priority lines associated with subject project, please submit an attachment with details for each line,
including type (aerial line, size, material and location).
Once this information is received, we can form forward with drafting the permit.