WQ0040993_Application (FTSE)_20190703

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-I6 & SUPPORTING DOCUMENTATION
Application Number: �1/ �Q Ul� (1* hccomp1dLd by DWR)
All items must be completed or the avolication 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 ❑ Privately -Owned Public Utility
❑ Federal ❑ State.'County ® Municipal ❑ Other
3. Signature authority's name: Jay T_ Meyers per 15A NCAC 02T .0106 b
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old_Honevcun Road
City; Fuquay Varina State; NC Zip: 2?526-'
5. Applicant'% contact information:CY
Phone number: [phone] Email Address: imeyers g fuquay-varina.org
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11. PROJECT INFORMATION:
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1_ Project name. E-35 South Lakes F[ernentary School
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2. Application/Project status: ® Proposed (New Permit) ❑ Lxisting Permit/Project
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If a modification, provide the existing permit number: WQOO and issued date:
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located; Wake County
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.581363 Longitude:-78.744500
5. Parcel ID (if applicable): 0676568882
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Kenneth Loring License Number: 2395
Firm: CLH_design, p.a.
Mailing address. 400 Regency Forest Drive, Suite 120
City: Cary State: NC Zip; 17518-_
Phone number; [phone] l~mad Address. kipriQgUielhdesigynua.cotrx
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Terrible Creek W a Permit Number: ,N RQk6516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAhI SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ00039912 Downstream (Receiving) Sewer Size: 8 inch
Sytitcm Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Funuay-Varina
FORM: FTA 04.16 Page I 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/PropertyOwners' Association has an Operational Agreement FORM: HOA been attached?
❑ Yes ❑No ON. 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 i 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: 0 % Domestic -Commercial 100 %' Commercial
0 % industrial (See 15A NCAC 02T .0103(20))
1 11Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
If ves provides. cony of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (sec 02T.0114(f)1
Daily Design Flow o,b
No. of units
Flow
School with Cafeteria
12 gal/student
900
10,800 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
10,800 GPD
a See 15A NCAC 02T_.01 14(b). (d), (c)(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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 10,800 GPD (per I_SA NCAC 02T,01 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-I6 Page 2 of

VI1.
VIII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 290 DIP
D 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
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump Stations; Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 .030 (h)f 1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B)_
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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 multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall he nrnvided rnr sewer cvclrmc-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains(vertical-water over sewer including in benched trenches)
18 inches
Water mains horizontal
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 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(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes []No ❑ NIA
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? []Yes ❑ No ®N. A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragdauthorization 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.0 1 05(c)(6) (additional permits,'ecrtiEications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05 c 6 , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[--]Yes ® No ❑ N/A
➢ 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:
1. 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 re uired prior to submittal of the Fast Track Aunlication and su ortin documents.
2. Professional Engineer's Certification:
3.
,�A) _ attest that this application for
(Professional Engineer's name from Application Item IIl.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 scat 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:ess
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Applicant's Certification per 15A NCAC 02T.0I06(b):
I, �4tj 7Me ets blscr �t�"I �s re��-or
(Sighature Authority's name & title from Application Item 1.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 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 143-215.6I3, 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 $I0,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: A ! z
FORM: FTA 04-16 Page 5 of 5

NCDeptofEnviron"11-I -
pF WArFq State of North Carolina
�� WG Dep t nt of Environment and Natural Resources
c Tonal �ti t�c
r le1ghR g Division of Water Quality
O -c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: South Lakes Elementary School
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 route of the proposed waste,vater 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
All flows are in MGD
c. WWTP facility's permitted flow
3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.677
e. WWTP facility's actual avg. flow
1.353
f. Total flow for this specific request
0.011
g. Total actual and obligated flows to the facility
2.041
h. Percent of permitted flow used
68.0%
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.,: pf), Daily Flow,
Daily Flow, Obligated Available
Number) MGD MGD MGD
MGD Flow Capacity***
Eastern
1.800 0.720 0.232
0.279 0.511 0.209
Holly
0.432 0.173 0.094
0.120 0.214 -0.041
* 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 7
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.
Lille- i
Page 2 of 7
FTSE 06-13

1FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
69 % and 0.120 MGD of the Available Capacity (E) in Pump Station
Holly Ridge PS ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.045 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Holly+ Ridge Pump Station Upgrade _ is in design or under construction with
planned completion in 2020 _ ; and/or
d. The following applies:
_ The Town is currently working with Withers Ravenel for engineering services to
expand the pumping capacity of the Holly Ridge Pump station. PreIiminw
Engineering study, determined that the exisitng pump station would need to be
replaced. Design of the _pump station replacement is currently underway, with
the pr ject letting for bid in the Au ust/Se tember time frame.
We expect a 6-month construction time frame since existing forcemain will be
utilized. The Town has budgeted $250 000 in fiscal year 2019-2020 for the
re acement project.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Date
Page 3 of 7
1:TSE 06-13

NCDEQ DWR — Bast -Track Sewer System Extension Application Attachment
Cover Letter
Project: E-35 South Lakes Elementary School
Owner: Town of Fuquay
Engineer: CLH design, p.a.
Date: 07/01 /2019
The project proposes the construction of an elementary school, two multi -purpose fields, 1/6-mi
track and field, and associated parking and site improvements on two vacant lots. The two lots are
a combined 28.55 acres at the corner of Old Honeycutt Road and the proposed Fuquay-Varina
Parkway in Fuquay-Varina, North Carolina. The project is a joint project between Town of
Fuquay-Varina and Wake County Board of Education and requited the redesign of existing lot
lines. Wake County Board of Education will own and operate the parcel containing the new
elementary school, two parking lots, and asphalt track and field. Town of Fuquay-Varina will own
and operate the parcel containing the two multi -purpose fields and associated parking lot. Part of
the Town -owned parcel will be rough -graded for a future community center building and
associated parking.
A public gravity sewer extension will be required to serve the new facilities. Currently, it will only
serve the elementary school, but it is also expected to serve the future community center.
The elementary school with cafeteria is sized for 900 students. The wastewater design flow rate
was calculated as 12-gpd per student. The expected Average Daily Flow for the facility is 10,800-
gpd.
The nearest public sewer, an 8-in gravity sewer main (WQ00039812), is owned and operated by
the Town of Fuquay-Varina. This 8-in gravity sewer is located in the northeast corner of the project
site. This is the only sewer option for this site. The system eventually flows to Terrible Creek
WWTP (NC0066516).
An 8-in public gravity sewer system is proposed to convey wastewater from the private gravity
sanitary sewer system in the school to the existing public sewer.
No wetland is within 50-ft of the proposed sewer line. No stream exists within 100-ft of the
proposed sewer line.

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Town of Fuquay-Vadna North Angier, NC - 2016
Scale: I" = 2,000

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CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
P. 919.319.6716
www.clhdesignpa.com
Letter of Transmittal
CLH Project Number:
NCDePtofEnviromnem,rr ()(Mir%
JUL - 3 21I1q
aleighRegional Urtfc'.
July 1, 2019
To:
Fast -Track Sewer Review
Company:
NCDEQ Division of Water Resources
Address:
1628 Mail Service Center
City/State/Zip:
Raleigh, NC 27699-1628
Phone:
919-791-4200
Method:
UPS Ground
Subject:
E-35 South Lakes Elementary School
Prints
X
Originals
Specifications
Applicationsj
X
Reports
X
Copy of Letter
Submittals
Other:
X (Fee)
Copies
Date
Description
2
07/01/19
Fast -Track Application (FTAi0-14) (1 Original & 1 Copy)
1
06/21 /19
Flow Tracking/Acceptance Form (FTSE 06-13)
1
07/01/19
FTA Application Attachment / Cover Letter
1
07/01/19
USGS Quad Map
1
07/01/19
NRCS Soil Map
Aerial Map
Application Fee ($480)
1
07/01/19
1
07/01/19
Additional Remarks:
Please accept the attached documents for review and approval of the proposed sewer system to serve
E-35 South Lakes Elementary School in FuquayVarina, North Carolina.
Please call or email Ken Loring (klorin (aclhdesi n a.com) with any questions or if you need
additional information. Thanks.
Signed:
Cc: File
CLH design, p.a.

Deck, Erin M
From: Kenneth A. Loring <[e-mail]>
Sent: Tuesday, August 6, 2019 5:05 PM
To: Deck, Erin M;[e-mail]
Subject: [External] RE: E-35 South Lakes Elementary School- Fast Track Sewer Extension
E+ emal es�nall. Do not-ciick.links orropen attachments unless ydu verify. Send all suspicious email as an attachment. to
Erin,
The expected average daily flow is for the elementary school only. The community center will require a future permit.
Regards,
Kenneth Loring, PE PLS
Principal
CLH design, p.a.
Collaborative Landscape Architecture and Civil Engineering
400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4010
Twitter / Linkedln / www.clhdesignpa.com
From: Deck, Erin M <[e-mail]>
Sent: Tuesday, August 6, 2019 3:07 PM
To: [e-mail]; Kenneth A. Loring <[e-mail]>
Subject: E-35 South Lakes Elementary School- Fast Track Sewer Extension
Good Afternoon,
We are in the process of reviewing the subject application and require additional information. Per the cover letter, it is
stated that " Currently, it will only serve the elementary school, but it is also expected to serve the future community
center." Will the flow from the community center be accounted for in a future permit or should it be included in this
permit application? Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258