WQ0040863_Application (FTSE)_20190403

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: °'`J(k_9 ?] 4 o 5 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Wake County Board of Education (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: David Neter. per 15A NCAC 02T .0106(b]
Title: Chief Operating Officer
4. Applicant's mailing address: 5625 Dillard Drive,
City: Cary State: NC Zip: 27518- ®�
5. Applicant's contact information: APR d 3 2019
Phone number: [phone] Email Address: whartleyP,wcpss.net or.
H. PROJECT INFORMATION:
1. Project name: Fu ua -Varina High School -Renovation I P,.
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: 35.596' Longitude:-78.798' 0
w
5. Parcel ID (if applicable): 0667-12-0653 Cz O
(or Parcel ID to closest downstream sewer) U N c
� o
III. CONSULTANT INFORMATION:
1. Professional Engineer: Lester Lowe License Number: 018511
Firm: The Wooten Com an
a.
Mailing address: 120 North Boylan Avenue, A
City: Raleigh State: NC Zip: 27603-1423 Z
Phone number: (919 828-0531 Email Address: llowe _ thewootencompany.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek W WTP Permit Number: NC000066516
Owner Name: Town on Fuguay-Varina 1
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): f(
1. Permit Number(s): WQ UNKNOWN Downstream (Receiving) Sewer Size: UNKNCP" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS vi LS o fl q
Owner Name(s): Town of Funuay-Varina 1
FORM: FTA 04-16 Page 1 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 ®N/A
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N!A
3. If the Applicant is a Home/Property_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 ❑ Retail with food preparation/service ❑ Hotel and/or Motels
® School 1 preschool / day care ❑ MedicaI / 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
0 % Industrial (See 15A NCAC 02T .0103(20))
1 4, Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(o ❑ Yes ® No
If yes, provide a cony of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow',b
No. of Units
Flow
School with cafeteria, gym and showers
315 gal: day
1
315 GPD
gal.'
GPD
gall
GPD
gall
GPD
gall
GPD
gal!
GPD
++
„�✓ S th ! r s 1a!'tJ e I 'O 9'aLk = ; f
Total
315 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 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 flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 315 GPD (per 15A NCAC. 02T .01 14)10
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-I6 Page 2 of 5

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
1 1893
Ductile Iron
8
1520
SDR-35 PVC
SDR-35 PVC
J68�
SDR-35 PVC
.5
w%4.l, 00
➢ Section lI & 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)
Z 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 (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 .0305(h)(1):
❑ 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 - 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: FTA 04-16 Page 3 of 5

Ix. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(o & (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-I waters of Class I or
Class II 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
AnX 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 swimming pools
10 feet
Final earth grade (vertical)_36
inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
D ***Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
D 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 ❑ N:A
i 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
D 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 ® N:'A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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 Permittin Branch
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permitslcertifications)? ® Yes [:]No
Per I5A NCAC 02T.0_105(c)L], 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 ❑ N'A
> If yes, include an attachment with details for each line, including type (aerial Iine, 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

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 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 sunt)orting
documents.
2. Professional Engineer's Certification:
I, Z, (2-3 ¢% Zo UjC _ _ „ attest that this application for
(Professional Engineer's name from Application Item Ill.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 143-215.6B, 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 $10,000, as well as civil penalties up to $25,000 per violation. _
North Carolina Professional Engineer's seal, signature, and date: .�`'-( , T O
1851
lo
�lz�''
................. .......`.��[sr.j .'r ii �t`'..,,......,,.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I. "xi) E TZ-12, rpss 66-T-ic OW77'416 O 4M attest that this application for
(Signature A(ithority's name & title from Application Item U.)
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 143-2I5.6A 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _, 9�� ��
FORM: FTA 04-16 Page 5 of 5

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,OF WATF9 State of North Carolina
O� QG Department of Environment and Natural Resources
r Division of Water Quality
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: Fu ua-Varina HS Renovation (private'
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 rortle 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
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 lows are ill
3.000
0.638
1.353
0.001
1.992
66.4%
cE�v
�31019 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 Pius
(Name or Capacity,* (Firm.! pf), 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 (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 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.
IA
2g Mart r 7
Date
Page 2 of 6
hTSE 46-13

THE WOOTEN COMPANY
ENGrNEENING PLANNING AHCHItECrNNe
120 North Boylan Avenue Raleigh NC 27603-1423
919 828.0531 lax 919.834 3589
TO: NCDEQ-Division of Water
Resources
Attn: Christyn Fertenbaugh
512 N. Salisbury St.
Archdale Building, 91h Floor
Raleigh, NC 27604
TRANSMITTAL
Transmittal Sent Via- O
❑ Regular Mail ❑ FedEX!t�4
UPS —
El Certified Mail ® CourieP" Q 3 2019
IZL s t/!J
DATE: 4/3/2019 o.: 3153-
RE: Fuquay-Varina High School Renovation
Sewer Fast Track Application — Private Side
Fuquay Varina, North Carolina
WE ARE SENDING: ® Attached ❑ Under separate cover via the following items.-
[] Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Other.
COPIES
DATE
NO.
DESCRIPTION o'
2
Sewer Fast Track Application Z M
2
FSTE 06-13 cal
o �
2
Cover Letter '—
1
Check for $480,00 o Q
2
USGS Topographic Map and Aerial Map
Q
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ Reviewed ❑ Revise and Resubmit
❑ For Your Use ❑ Rejected ❑ Submit Copies for Distribution
❑ As Requested ❑ Corrected ❑ Return Corrected Print
❑ For Review and Comment ❑ Other:
❑ For Bids Due [ ] ❑ Prints Returned after Loan to Us
REMARKS:
COPY TO: TWC file
SIGNED: �oyy�� is
Ivana Barham, E.I.
If enclosures are not as noted, kindly notify us at once.

Cashion, Ted
From: Lester Lowe <[e-mail]>
Sent: Thursday, May 09, 2019 4:15 PM
To: Cashion, Ted
Cc: Robinson, Jason
Subject: RE: [External] RE: Fuquay-Varina High School Renovation application
Importance: High
erneii: —Do not dick?inky or open atta@Gmei n s unless yore verify, Send all suspicion aii as an attachmeflt to
Ted
As a follow up to your voice mail. The school is the applicant for the onsite /private side of the
sewer collection system. They did the same thing for the other new High School in Fuquay
Varina- Willow Spring HS as a private system as the applicant. The 6" and 4"sizes in the
application are actually for the various building services and should have not been included
for the gravity sewer to be permitted, my apologies... only the 8" DIP and PVC, which are the
mains. I trust this information is sufficient for your final review.
Let me know if you have any more questions
Lester Lowe, P.E.
Sr. Project Manager
The Wooten Company
120 N. Boylan Avenue
Raleigh, NC 27603
Main 919-828-0531
www.thewootencomDanv.com
THE WOOTEN COMPANY
From: Cashion, Ted [mailto:[e-mail]]
Sent: Thursday, May 09, 2019 12:44 PM
To: Lester Lowe; Jay Meyers [e-mail])
Cc: Robinson, Jason
Subject: RE: [External] RE: fuquay-Varina High School Renovation application
Thanks Lester
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
rlo'lr- -.,E"o,..Nr.
Depart Unt of Enrironmenmi G"hy
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the !North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Lester Lowe <[e-mail]>
Sent: Thursday, May 09, 2019 12:12 PM
To: Cashion, Ted <[e-mail]>; Jay Meyers ([e-mail]) <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Fuquay-Varina High School Renovation application
Ted
The downstream receiving sewer is an 8".
Thanks
Lester
Lester Lowe, P.E.
Sr. Project Manager
The Wooten Company
120 N. Boylan Avenue
Raleigh, NC 27603
Main 919-828-0531

Wake County Public School System
Fuquay Varina High School
Utility Allocation Request Calculations
03-27-19
THE WOOTEN COMPANY
ENGINEERING PE AN N I N G Aq C N I t E C t U RE
120 13TO HGy613 Avenae RaINRI NC ZIE03 1423
915 8230531 lai 919 83a 3589
�CEIor�
APR D 3 2019
1- New Sewer Allocation
Basis by regulation: North Carolina 15A NCAC 2T Rules:
15 GPD I Student
Ex Student Enrollment @ FVHS = 2,202
2,202 X 15 = 33,030 Gallons Per Day currently allocated
Proposed Student Enrollment @ New FVHS = 2223
Net Increase in Students (2223-2202) = 21
21 x 15 = 315 Gallons Per Day additional flow allocation
Page i of 1

mN
NC Dept of Environmental Qual�tx
April 3, 2019 APR I � 2019
Ms. Christyn Fertenbaugh, P.E. Raleigh Regional Officc
THENCDEQ - Division of Water Resources
WOOTEN Water Quality Permitting Section
Wastewater Branch — PERCS Unit
COMPANY
512 N. Salisbury St. �C
Archdale Building, 9"' Floor iEFrItr�
Raleigh, NC 27604 APR 03 2019
Re: Sewer Fast Track Application ---�
Fuquay-Varina High School Renovation
201 Bengal Boulevard,
Fuquay Varina, North Carolina
Dear Ms. Fertenbaugh:
On behalf of Wake County Board of Education, we are submitting one (1)
original and one (1) copy of the following documents related to the above
referenced project for your review and approval:
• Application Fee ($480.00)
• Sewer Fast -Track Application (FTA 04-16)
• Cover Letter Narrative (see paragraph below)
• FTSE 06-13 — Town of Fuquay-Varina
• USGS Topographic Map showing proposed utilities
• Aerial map showing general project area
This project will install approximately 1,854 linear feet of 8" ductile iron pipe,
approximately 1,520 linear feet of 8" PVC, approximately 648 linear foot of 6"
PVC and approximately 160 Iinear feet of 4" PVC. The new sewer system is
part of Fuquay-Varina High School Renovation. The existing system has been
currently allocated 33,030 gallons per day. This flow permit application is for
additional 315 gallons per day to accommodate the net increase of 21 students in
future enrollment.
The Wake Board of Education will own and maintain the proposed gravity
sewer; however, the Town of Fuquay-Varina owns and operates the sewer
120 North Boylan Ave system this line will discharge to. We have received executed Flow
Raleigh, NC 27503 Track ing/Acceptance from the Town of Fuquay-Varina. All new sewer
919.828.0531
fax 919.834,3589

Ty
THE
WOOTEN
COMPANY
120 North Boylan Ave.
Raleigh, NC 27603
919, 828.0531
fax [phone]
improvements have been designed in accordance with the Town of Fuquay-
Varina published standards and 15A NCAC 02T requirements.
We trust the information provided is a complete submission and adequate for
your review. If we can provide additional information or answer questions you
may have, please feel free to contact us at [phone] or email me directly
at llowe _ tlie_wootencompany.com .
Sincerely,
THE WOOTEN COMPANY
Lester Lowe, PE
Project Manager
Enclosures: as stated.
cc: