WQ0040740_Application (FTSE)_20190213

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SVSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: QUO 1 o () (it) hL! wmploed by DWRI
All items must be cam leted or the application will he returned
1. 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. Juv T. Meyers, PE per 15A_NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City. Fuquav-Varina State: NC Zip: 27526-9307 >
5. Applicant's contact information: a 0
z
Phone number: (919) 567-391 I Email Address: jmcyers rr_fuquay-varina.org o
C ri
II. PROJECT 1NFORNIATION:
p
1. Project name: Brighton Ridge Subdivision Phases One and Two W CD
2. A lication/Project status: o �
PP J ®Proposed (New Permit) El Permit/Project }, tJ—
If modification, provide the existing permit number; WQ00 and issued date:
t�t t4
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: 35.6317 Longitude:-78.7247
5. Parcel ID (if applicable): 0689241532
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Donald L. Curry, PE License Number: 26970
Firm: The Curry Engineering Group, PLLC
Mailing address: 205 S. FuquaFuquay Avenue
City: Fuquav-Varina State: NC Zip: 27526-2212
Phone number: [phone] Email Address: don kurryeng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Terrible Creek WWTF Permit Number: 0066516
Owner Name: Town of Fuquav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0012490
System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 04-16 Page I of

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public t:tility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N.'A
2. I f the Applicant is a Developer of lots to be sold, has a Developer's ODgr#Lignal A greement F V been attached?
❑ Yes [:]No ON. -'A
3. If the Applicant is a Ho P o ertOwners' Association, has an Oporationul Agreement FORS41 FIOA 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/servicc ❑ Hotel and. -or Motels
❑ School." preschool : day care ❑ Medical dentul r 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 "i) Domcstic Commercial °}i) Commercial
Industrial (Sec I5A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ® Yes ❑ No
:- If vesProvide a copy or now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(fl)
Daily Design Flow
No. of Units
Flow
7;ingle Family Subdivision lots
225 gal/day
89
20,025 GPD
gaV
GPD
gal."
GPD
gall
GPD
gall
GPD
gall
GPD
Total
20,025 GPD
a See 15A NCAC 02T .0114fb1. �d), fc)(I) and c 2 for caveats to wastewater design now 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other easurcd data.
Wastewater generated by project: 36 0 GPD (per 15A NCAC 02T .01 14) d `�f a� �/1Cr f
Do not include future flows o reviously permitted allocations
If permitted flow is zero, indicate why: I
❑ 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):
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 7540 PVC
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 sewers)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: i
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.6312 Longitude:-78.7235
3. Design flow of the pump station: 0.16 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 108 gallons per minute at 117 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Sire (inches)
Length (feet)
Material
4
3354
C900 PVC
6. Power reliability in accordance with Ba NCAC G')]- 03051hu l 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
d1305(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

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(n):
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:
f
AYes ❑ 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-I waters of Class I or
Class 11 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
Jop 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.0.305{gt contains alternatives where separations in 02T,0305(I) cannot be achieved.
**Stream classifications can be identified using; the Division's NF 5g:face Water Classification-; wcbpage
If noncompliance with 02T.0305(f) or (g), sec Section X of this application
2. Does the project comply with separation requirements for wetlands'! (50 feet of separation) ® Yes ❑ No
Sec 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 I SA NCAC OMB, 0� 200? ® Yes ❑ No
This would include Trout Buffered Streams per 1 A N ' ' 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.0 W10(61(additional permitsicertifications)"
® Yes ❑ No
Per 15A_�[CAC 02TA105(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, stonnwater 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 I
t`'r
i 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;
I. Does the submitted system comply with 15A NCAC 02T, the MiniMLIM Design Criteria for the I'wrn7itti g of PUMP Station
and Force Mains%.{latestatest v ionl. and the Grrtvity Sewer Minimum Desit_n Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance' Alternati ve Design Request application (VADC 10-14) and supporting documents
for review. Approval of the reguest is re uired orior to submittal or the Fast Track Aurflication and sunportint,
documents.
2. Professional Engineer's Certification:
I• plopiAll-V L- - 5 4.171-z , attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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.
North Carolina Professional Engineer's seal, signature, and date: ! '' • "'.y f,'`;s7 ' • ''
3. Applicant's Certification per I5A NCAC 02T .0106(b):
1, ::IT.
CJ''T
(Signature A
7i1�1t� U��1��}�,eS �rreGi�o�
's name & title from Application Item 1.3.)
w�
f
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. 1 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. 1 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.
1/L►Yrr/NMAN
FORM: FTA 04-16 Page 5 of 5

State 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
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
��-
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENvtRONMENT AND NATURAL RESOURCES
;fir,; Cl 8 .001
TM of -llama
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
dweilin-s.
The information provided water use information for2000 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 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. Regardless
of the adjusted design daily 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 ca acity 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 -between them), If you have any questions or comments regarding this
Dok
matter, please contact Marie lovic at [phone] ext. 371.
S ince
C'
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 509r, recycled/10% post -consumer paper

OF WArj ,, State of North Carolina
_O� QG Department of Environment and Natural Resources
v� r Division of Water Quality
4 -1� Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuguay-Varina
Project Name for which flow is being requested: Brighton Ridge Ph 1, 2, and 3
More than one FTSE may be required for a single project rf 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 #: NC0066516
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
All flows are in MGD
3.000
0.880
1.142
0.020
2.042
68.1%
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
Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm. pf),
MGD
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
MGD
Flow
(E)=(A-D)
Available
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 (pQ 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
FISE06-13

Certification Statement:
I Jay T. Meyers, F.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 I1
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Official
g -1 a4 / 7
Date
Page 2 of 6
1=TSE 06-13

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CurLyENGIN
February 12.2019
NC Department of Environment Oeality
Division of Water Resources
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
(9191791-4200
RE. Brighton Ridge Subdivision Phases One and Two
Fast Track Sanitary Sewer Application Cover Letter
To Whom It May Concern,
fgnvitorirne�'tal Quality
�Cpe�to 13 2019
eigh�eg'0nal Office
�1
Enclosed please find documentation, design data, application fee and other resources necessary to
review the Fast Track Applications for the public sanitary sewer system of the Brighton Ridge
Subdivision in Fuquay-Varina. NC. The initial two project phases consist of construction o189 single
family subdivision tots, with connection via a gravity system and force main line to an existing public
sewer line near the intersection of Hilltop Needmore Road and Rt. 401. which feeds to the Terrible
Creek Waste Water Treatment Plant. The Brighton Ridge Subdivision is located at 9821 Lake Wheeler
Road in Fuquay-Varina. The property involved is located within the City of Fuquay-Varina, NC planning
jurisdiction.
The sanitary sewer system consists of 7540 feel of 8" PVC and gravity service from the subdivision
connecting to a pump station. The pump stat on and force main system consists of one pump station
and 3354 feet of 4" PVC pipe. There are fifty-eight (581 new manholes to be installed in the subdivision.
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,
qJV/
Ed Loeffler, Associate
T 1919) 552-0849 205 S. Fuquay Avenue
F 19191 552-2043 Fuquay-Varina. NC 27526
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CurLy ENGINEERIN
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: Brighton Ridge Subd vision Phases 1 & 2
CURRY PROJECT NO: 2014 043
We are sending you the following items:
v avtmento'x Quality
�C pept of,
13 109
Rego°nab Off'ce
?"Actg
DATE: February 12, 2019
SENT BY: Ed Loeffter
COPIES
ITEM
DESCRIPTION
2
Application
Fast Track Sewer Application — Brighton Ridge Subdivision Phases 1 & 2
2
Forms
FTSE 06-13 (Town of Fuquay-Varinal
1
Check
$480.00 Fee, Sewer Application
L
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 Brighton Ridge
Subdivision property at 9821 Lake Wheeler Road in Fuquay-Varma. Please contact me with any
questions. Thank you.
T 1919)552-0849 205 S.Fuquay Avenue
F 19191 552-2943 Fuquay-Varina. NC 27526
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