WQ0041229_Application (FTSE)_20190930

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Dii,ision of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W 00+ ( u nu he compleled h� M R1
All items must he completed or the application will he returned
1. APPLICANT INFORMATION:
I. Applicant's name: To%%n of Fuaua%-Varina (compan), municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State County © Municipal
3. Signature authority's name: Jay T. Mevers, PE per 15A NCAC 02T .0106t bl
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City., Fuyuay-Varina State: NC Zip: 27526-9307
5. Applicant's contact information:
Phone number: [phone] Email Address: ime+ers iitifuquay-varina.org
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Forest Bluff Estates Subdivision 6
?. Application Project status: ❑X Proposed (Ne++ 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: WQ00
3. County ++here project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: .15.618880 Longitude:-78.742262
5. Parcel ID (if applicable): 0677688748
(or Parcel ID to closest downstream sewer)
ill. CONSULTANT INFORMATION:
I. Professional Engineer: Andrew Petty, PE License Number: 36823
Firm: The Curry Enaineerin g Group. PLLC
Mailing address: 205 S. Fuquav Avenue
City: Fuguay-Varina State: NC Zip: 27526-2212
Phone number: [phone] Email Address: andvrafcurtlenu.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTF Permit Number: NCO066516
Owner Name: Town of Fuqua-,-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-0&93
Owner Name(s): Q n 0 1-1)71 31- vprl4ok—
FORM: F fA 04- l6 Pane I of 5

Vl.
GENERAL REQUIREMENTS
I. If the Applicant is a Private ly-0%%ned Public Utility. has a Certificate of Public Convenience and Necessit} been attached''
[-]Yes [:]No ❑N A
2. 1 f the Applicant is a Developer of tots to be sold, has a Developer's Operational Agreement (FORM: Di;Yj been attached'
❑ Yes ❑No ©N A
3. If the Applicant is a Home Prokem Owners' Associ4lipn, 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 ❑ 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 ❑ Nursim, Home ❑ Other ( Explain in Attachment)
5. Nature of wastewater: 100 pa Domestic Commercial a-n Commercial
°:a Industrial (See 15A NCAC 02T .0103(20))
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6_ Has a flow reduction been approved under 15A NCAC 02T .01 14(0? _Yes ❑ No
y If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114 )
Daily Design Flow ° t'
No. of Units
Flow
Single Family Subdivision lots (4 bedroom)
300 -al/day
36
10,800 GPD
Single Family Subdivision lots (3 bedroom)
225 gal/day
38
8550 GPD
gal!
t}
GPD
-al!
GPD
=at?
GPD
gal!
GPD
Tula!
19.350 GPD
a See 15A NCAC 02T .01 14(b). (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum now 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 _01 14(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: 19-350 GPD (per 15A NCAC 02T .0114)
Do not include future floes or previously permitted allocations
If permitted flow is zero, indicate why-
❑ Pump Station or Gravity Sewer w here flo%% 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 now expected
❑ Other (Explain);
FORM- F I A 04-16 Paue 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 3728 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 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 & NIDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l . 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 .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13);
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.
i 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: F TA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply. %% ith all separations found in I M NCAC 02T .0''054 f) & i I
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)
—74 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
Any 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 swimmin+, pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.03,05W contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications web a+,e
If noncompliance w ith 02T.03OLil2r a see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet ofseparation) © Yes []No
See the Division's draft separation requirements for situations "here 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 .0200? ® Yes [:)No
This would include Trout Buffered Streams per 15A NCAC 1B.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_0105JqJ 6) (additional perm its,certifications)?
❑ Yes ❑ No
Per 15A NCAC 02T.0105tc)t6), directly related environmental permits or certification applications are bein- 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 seer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T_0402, "high -priority sever" means "any aerial sewer, se+ver contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the seti%er.
❑ 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 representati%c at least once c%ery six -months and
inspections documented per 15A NCAC 02T.0.103(a)(5) or the permilec's individual System -Wide Collection permit.
FORM: FTA 04-16 Pa+,,e 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest %ersion and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
0 Yes ❑ No
If No, complete and submit the Variance Alternative Design Request application (VADC 10-I4) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
?. Professional En�oineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 know ledge. 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 w ith the proposed design,
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 S 10.000. as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: 0:.3
r • �i�y,9AL• 823
1
S P�i;`��
Ali, Il; it���� Q•�.E�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, _Ptlblt-C . __attest that this application for
Jrl- eC 14
(Signal re 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 am 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 Ida-? 15.6A and 143-215.6B, anv person who knowingly makes any false
statement, representation, or certification in any application package shall be _guilty of Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM. FTA 04-16 Paue 5 of 5

�pF W A T -17 State of North Carolina
�O G Department of Environment and Natural Resources
r? r- Division of Water Quality
p Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Forest Bluffs Subdivision
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 rotate 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 oa
co
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.807
e. WWTP facility's actual avg. flow 1.353
f. Total flow for this specific request 0.0I9 0
g. Total actual and obligated flows to the facility 2.179,
h. Percent of permitted flow used 72.6% A
U
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm :` po, 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 (pf) 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 I of 6
FTSE 06-13

Certification Statement:
I Jay T. Meyers, P.C., 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.
4 i
Date
Page 2 of 6
I+TSE 06-13

6tate 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
ENVIRONMENT ANO NATURAL RE50URCE5
�r''i 0 8 2Ou1
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
of ru*WVa"
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 2H .0219f 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 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, ro'ect name �ermitted flow, new now
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.
Since
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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C-UXrY
ENGINEERINGL
September 26, 2019
NC Department of Environment Quality
Division of Water Resources
Raleigh Regional Office
Water Quality Section
1628 Mad Service Center
Raleigh. NC 27699-1628
(9191791-4200
RE: Forest Buff Estates Subdivision
Sewer Fast Track Sanitary Sewer Application Cover Letter
Dear Sir,
of Erviron�'t'ental `J
�CDept QUalit
Sip � � 2019
1�igh R�giona14�1ce
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 Forest Bluff Estates
Subdivision, in Fuquay-Vanna, NC. The project consists of construction of 74 single family subdivision
lots, with connections to an existing public sewer line at the south side of the property, which feeds to
the Terrible Creek Waste Water Treatment Plant. The Forest Bluff Estates Subdivision is located at
2205 Tern Creek Drive in Fuquay-Vanna. The property involved is located within the City of Fuquay-
Vanna. NC planning jurisdiction.
The sanitary sewer system for tonsists of 3728 feet of 8" PVC and gravity service from the subdivision
connecting to a public gravity main l ne at two locations. There are thirty 1301 new manholes to be
installed.
At the -ompletion of construction, the system w,sl be certified by a licensed professional engineer in
accordance with NCDEO and State and local regulations.
Sincere.y.
a4p-
Ed Loeffler. Project Manager
T 19191 552-0849 205 S. Fuquay Avenue
fF (9171 552-2043 Fuquay-Varina, NC 27526
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CurrYENGINEERING
TRANSMITTAL FORM
TO: NC Dept. of Environmental Quality
Div. of Water Resources
Ra'eigh Reg,onal Office
Water Qualty Section
1628 Mail Service Center
Raleigh, NC 27699-1628
919-791-4200
SUBJECT: Forest Bluff Estates Subdivision
CURRY PROJECT NO: 2017.069
We are sending you the following items:
NC Dept of Environmental Quality
DATE: September 26, 2019
SENT BY: Ed Loeffler
SEp 3 0 2019
Raleigh Regional Office
COPIES ITEM DESCRIPTION �rm
2 Application Fasi Track Sewer Application - Forest Bluff Estates Subdivision
Forms FTSE 06-13 (Town of Fuquay-Varinal
1 Check $480.00 Fee, Sewer App.icat!on
These are transmitted as checked below:
For Information - Approved as Noted - Rev se 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 Forest Bluff Estates
Subdivision property at 2205 Terri Creek Drive in Fuquay-Var-na. Please contact me with any questions.
Thank you.
T 19191552-0849 205 S Fuquay Avenue
F 19191 552-2043 Fuquay Varina, NC 27526
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Cashion Ted qWq
From: Cashion, Ted
Sent: Thursday, October 03, 201911:17 AM
To: Jay Meyers [e-mail]); '[e-mail]'
Cc: Robinson, Jason; Deck, Erin M
Subject: Forest Bluff Estates Subdivision fast track sewer extension application
Jay and Andy,
We are beginning our review of the subject application. However, page 3 of the application was missing. Please submit
page 3 to us, you can email this page to us.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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