WQ0039812_Final Permit_20180220

Central Files APS _ SWP _
2/19/2018
Permit Number WQ0039812 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Protect
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ted Cashion
Coastal SWRule
Permitted Flow
Version Permit Classification
A Individual
Permit Contact Affiliation
RECrENEN I'M®\NR
FEB % Z 2018
0
Resources
VVdtBr
Facility
Permitting
Facility Name
Major/Minor Region
South lakes, SF -8
Minor Raleigh
Location Address
County
Wake
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Fuquay-Varna Government - Municipal
Owner Affiliation
Adam Mitchell
Manager Town
401 Old Honeycutt Rd
Dates/Events Fuquay Varna NC 27526
Scheduled
Ong Issue App Received Draft Initiated Issuance
2/20/2018 1/8/2018
Regulated Activities
Domestic, other
Wastewater collection
Public Notice Issue Effective Expiration
2/20/2018 2/20/2018
Requested /Received Events
Additional information requested 2/15/18
Additional information received
2/15/18
Outfall
Waterbody Name Streamindex Number Current Class Subbasm

Water Resources
ENVIRONMENTAL QUALITY
February 20, 2018
Jay Meyers, P E , Public Utilities Director
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
Subject Permit No WQ0039812
Town of Fuquay-Varina
South Lakes, SF -8
Wastewater Collection System Extension Permit
Wake County
Dear Mr Meyers
ROY COOPER
Govee aot
MICHAEL S REGAN
Sect etaty
LINDA CULPEPPER
Intet mt Du ectot
In accordance with your application received January 8, 2018, and additional information received on
February 15, 2018, we are forwarding herewith Permit No WQ0039812 dated February 20, 2018, to the
Town of Fuquay-Varina (Permittee) for the construction and operation upon certification of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein This cover letter shall
be considered a part of this permit and is therefore incorporated therein by reference
Please pay particular attention to the following conditions contained within this permit
Condition I 1 This permit shall become voidable unless the agreement between the Town of Fuquay-
Varina and Harnett County for the collection and final treatment of wastewater is in full
force and effect
Condition 11.1 This permit shall not be automatically transferable; a permit modification request for a
name change must first be approved by this office
Condition 11 4, Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T 0403 or any individual system -wide collection system
permit issued to the Permittee
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215 6A through §143-215 6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Division of Water Resources, Raleigh Regional Office, Watei Quality Opetatlons Section www ncwatei quality org
1628 Mail Service Centel, Raleigh, NC 27699-1628 Phone [phone]
T ocatlon 1900 Ranett Drive Raleigh N(2760() Fax [phone]

Town of Fuquay-Varina
Permit No WQ0039812
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding
If you need additional information ,concerning this matter, please contact Ted Cashion at [phone]
or via e-mail at ted cashion@ncdenr gov
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by S Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc Debra Ferm, P E., WithersRavenel, Inc. (via email dferm@withersravenel com)
Steve Ward, Director, Harnett County Dept of Public Utilities, P O. Box 1119, Lillington, NC
27546
Wake County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Johnathan Watts, Fayetteville Regional Office, (via email)
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Fuquay-Varina
Wake County
for the construction and operation of approximately 1,886 linear feet of 8 -inch gravity sewer to serve
future development as part of the South Lakes, SF -8 project, and the discharge of no additional gallons
per day of collected wastewater (flow will be permitted in subsequent permits) into the Town of Fuquay-
Varina's and Harnett County's existing sewerage systems, pursuant to the application received January 8,
2018, and additional information received on February 15, 2018, and in conformity with 15A NCAC 2T;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in March
2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 and updated March 2008, as applicable, and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of
this permit
This permit shall be effective from the of i nuance u ilescinded and shall be subject to the specified
conditions and lire?
ns containe erein
�W�
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039812
Permit Issued: February 20, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
The Town of Fuquay-Varina is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension The
sewage and wastewater collected by this system shall be treated in the North Harnett Regional
Wastewater Treatment Facility in accordance with Permit Number NCO021636
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated March 2008, as applicable, and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable, unless specifically mentioned herein Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below
I. SPECIAL CONDITIONS
1 This permit shall become voidable unless the agreement between the Town of Fuquay-Varina and
Harnett County for the collection and final treatment of wastewater is in full force and effect [15A
NCAC 02T 0304(h)]
II. STANDARD CONDITIONS
1 This permit shall not be transferable In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate The approval of this request shall be considered
on its merits and may or may not be approved [15A NCAC 02T 0104, G S 143-215 1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit, 15A NCAC 2T, the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated March 2008, as applicable, the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 2008, as applicable, and other supporting materials unless
specifically mentioned herein [15A NCAC 02T 0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data [15A NCAC 02T 0110]
4 The wastewater collection facilities shall be properly maintained and operated at all times The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T 0403 If an individual
permit is not required, the following performance criteria shall be met [15A NCAC 02T 0108(b)]
Page 4 of 8

a The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards
b A map of the sewer system shall be developed and shall be actively maintained
c An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented
d Pump stations that are not connected to a telemetry system shall be inspected every day (i e. 365
days per year) Pump stations that are connected to a telemetry system shall be inspected at
least once per week
e High-priority sewer lines shall be inspected at least once per every six -months and inspections are
documented
f A general observation of the entire sewer system shall be conducted at least once per year
g Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B 0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215 1C
h A Grease Control Program is in place as follows
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative
3 Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows
I Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system
5 The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following.
Page 5 of 8

a Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc , or
b Any SSO and/or spill over 1,000 gallons, or
c Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone]
Persons -reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control [GS 143-215 1C(a1)]
6 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State [15A NCAC 02T 0108(b)]
7 Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable Supporting documentation shall include the following
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension Final record drawings should be clear on
the plans or on digital media (C -D or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc
b One copy of the supporting applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis If a portable power source or
pump is dedicated to multiple 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
Page 6 of 8

c Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form
Priorto Certification (Final or Partial) Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation [15A NCAC 02T.0116]
8 Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation
This shall be done through a permit modification with fee Such variance requests will be evaluated
on a case-by-case basis Resolution of such request shall be evident prior to completing and submitting
the construction certification [ 15A NCAC 02T 0105(n)]
9 A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities [15A NCAC 02T 0116]
10 Failure to abide by the conditions and limitations contained in this permit, 15A NCAC 2T, the Division's
Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008,
as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Mains adopted June 1, 2000 and updated March 2008 as applicable, and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215 6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board [15A NCAC 02T 0104, 15A NCAC 02T .0108(b -c)]
11 In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities
[15A NCAC 02T 0110, 15A NCAC 02T 0108(b)]
12 The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local
government agencies which have Jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies [G S 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Fuquay-Varina
PERMIT #:
WQ0039812
PROJECT:
South Lakes, SF -8
ISSUE DATE:
February 20, 2018
This'project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation It
should be submitted in a manner that documents the Division's receipt Send the required documentation
__ -the-Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom _
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions The Permittee is responsible for tracking all partial certifications up
until a final certification is received A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted
PERMITTEES CERTIFICATIO
I, the undersigned agent for the Perrrittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof
Printed Name, Title Signature
ENGINEERS CERTIFICATION
Date
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit, 15A NCAC 02T, the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable, and other supporting materials
North Carolina Professional Engineer's Seal w/signature & date
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Division of NVater Resources, Raleigh Regional Office, \vatei Quality Operations Section www newaterquality org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone [phone]
r conn0 _, rn.___ n,.t,. 1, NTO77Ano P- io1M'7RR_'7110

r
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: V - "Q 00 3 y� J� (to be,,.plated by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County P4Municipal ❑ Other
3. Signature authority's name: by Meyers, PE per 15A NCAC 02T .0106(b)
Title: Town of Fuquay-Varina Public Utilties Director
4. Applicant's mailing address: 401 Old Honeycutt Rd.
City: Fuquay-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: 919) 567-3911 Email Address: imeyers(a)f, uquay-varina.org
H. PROJECT INFORMATION:
1. Project name: South Lakes, SF -8
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 Iocated: Wake
4. Approximate Coordinates (Decimal Degrees)- Latitude: 35.34,457° Longitude:-78.4424W°Cd
5. Parcel ID (if applicable): 0676669690
0
(or Parcel ID to closest downstream sewer) E C-4
cCKD.o
111. CONSULTANT INFORMATION:> t
1. Professional Engineer: Debra Ferm License Number: 28892 4w <
o
Firm: WithersRavenel, Inc.
bA
Mailing address: 115 MacKenan Dr. U
City: fAry State: NC Zip: 27511- z
Phone number:919 469-3340 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett CountyWWTF Permit Number: NCO021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s). WQ36 0 36711 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): FFu uay-Varina
FORM: FTA 04-16 Page 1 of 5
i
i
i
I

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/Propgrty Owners' Association, has an Operational Agreement ORM: 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 ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T.0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter CCofi .�- a a��t �� +o jy i6eT cl_
7. Summarize wastewater generated by project: �8 (��o�,'t �j�- s At .•�1
Establishment Type (see 02T.0114(fl) Daily Design Flow °,b
No. of Units Flow
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total 0 GPD
a See 15A NCAC 02T .0114(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.01 14(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 measured data.
8. Wastewater generated by project: 0 GPD (per I5A NCAC 02T.0114)
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:
❑ RehabiIitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIE GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 1,886 DIP
➢ 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 AMC
VIII. 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:
i
2. Approximate Coordinates (Decimal Degrees): Latitude: a 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 (TDIT)
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 .0300i)Ll):
❑ 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.
➢ 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 & 15A NCAC 02T .0305(1)): Q c`
1. Does the project comply with all separations found in 15A NCAC 02T .0305(8 & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
L
)(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 -1 waters of Class I or
Class II 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 fi•om 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 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.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305( 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
➢ 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 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coveiage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
5 Does project comply with 15A NCAC 02T.0105(c)(6) {additional permits/certifications)? ®Yes [:]No
Per 15A NCAC 02T.0 1 05(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-prioi7ty?"
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 of 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:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest veision), and the Gravity Sewer Minimum Design Ciiteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Vai lance/Alternative Design Request application (VADC 10-14) and supporting documents fon
review. Approval of the request is required prior to submittal of the Fast Track Application and supportinZ documents
2. Professional Engineer's Certification:
I, t7e lrJrC� �"1 C -,e ry, 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 Fol cc 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 Geneial 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: �.".-s H ,CA �
ofE88,,ej.
,
(s 8892 .
3. Applicant's Certification per 15A NCAC 02T .0106(b): Jowilis 1.mlli"' _ y
I, ;':1ety TJ �Ps%'�j jam, g �y� t `� (,! �a �t �S 'DI'QXattest that this application for
(Signature(Authori s name Mitle fiom Application Item 13.)
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 requited 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 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*
Date. ®s ::Saq 1
FORM: FTA 04-16 Page 5 of 5

OF WATF9 State of North Carolina
O� 4�6 Department of Environment and Natural Resources
v� Division of Water Quality
O 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 Phase 8
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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP _
b. WWTP Facility Permit 4: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2,60
d. Estimated obligated flow not yet tributary to the WWTP 0,641
e. WWTP facility's actual avg. flow 1.387
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 2,028
h. Percent of permitted flow used 78.0%
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) (F)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
HollyVIA- 0.432 0.173 0.094 0.059 0.153 0.020
Eastern 1.800 0.461 0.232 0.204 0.436 0.025
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 (pt) 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

M.
Certification Statement:
Jay T. Meyers, PE, Public Utilities certify to the best of my Imowledge 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.
Suture of this form indicates acceptance of this wastewater flow.
0
Date
Page 2of6
FTSE 06-13

SCALE 1 24000
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SCALE 1 24000
0 1000 2000 3000 4000 5000 6000
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Project Applicant Marne- Town of
Project Name for which flow is being requested: South Lakes Phase 8
More than one FTSE inav be required Jnr a single project rf the owner of the PVWTP is not responsible for all pump
stations along the route of theproposed wasIcnvaterflow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett &_Pional WWTP
b. WWTP Facility Permit 4- NCO021636
AlI flows are in AIGD
c WWTP facility's permitted flow
5.600 MGD
Fuquay Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP
1.189 MGD
FV Obligated Flow NYT
0.674 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Floe NYT
0.3126 MGD
Angier Obligated Flow NYT
0.076 MGD
c. WWTP facility's actual avg. flow
4.338MGD
FV Actual Flow
1.214 MGD
Lillington Actual Flow
0.664 MGD
HC Actual Flow
2.070 MGD
Angier Actual Flow
0.390 MGD
f. Total -flow for this specific request
0.000 MGD
g. Total actual and obligated flows to the facility
5.527 MGD**
FV Actual Avg. + Obligated Flow
1.888MGD
Lillington Actual Avg. - Obligated Flow
0 777MGD
HC Actual Avg. + Obligated Flow
2.396 MGD
Angier Actual + Obligated Flow
0.466 MGD
h. Percent of permitted flow used
98.7%
*North Harnett WWTP is being evaluated by NCI)ENR-
DWR for planned future expansion.
**d-re+f
Page I of 6
C�
R S E 06- t 3

IT. Complete this section for each pump station you are responsible for along the route of this
proposed 'waste -water flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)==(A-D)
Design
C,
Obligated,
Average Daily
Approx
Not Yet
Total Current
Firm Flow"
Current Avg.
Tributary
Flow Plus
Pump Station Capacity,� (Firm / pf),
Daily Flow.
Daily Flow.
Obligated
Available
(NarneorNumber) MGD MGD
MGD
MGD
Flow
Capacity***
Contact FV for
upstream
SI.S
Capacity
Info
SLS 120 14.4 5.76
2.747
2.228
4.975
0.785
The Firm Capacity of any pump station is defined as 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 (pl) not less than 2.5.
11** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WVVTI" where the Available Capacity is < Q.
Ill.
Certification Statement:
I Steve —Ward — Director of Public Utilities certify to the best of my knowledge that the addition of
the-vZoltine 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 11 plus all
attached planning assessment adders ps for which I am the responsible party. Signature of this
form indicates acceptance of this ti, (a,5;(ewater flow.
Signing Official Signature Date
FTSE PLANNING ASSES MENT ADDENDIUM (PAA)
Page 2 of 6
F I'S E 06-13

WithersrRavenel
Our People Your Success
January 8, 2018
NC DEQ
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: South Lakes SF -8 Sewer Permit
Dear Sir or Madam
NC Dept of Environmental Qual it,,
M �
Raleigh Regional Office
This letter is to serve as a request to permit the collection system extension for a future school and residential
development in Fuquay-Varina in Wake County The site is located on Old Honeycutt Road just west of its
intersection with Kennebec Road in Fuquay-Varina, NC The project is for infrastructure only as the 2
adjacent parcels do not currently have a development plan so therefore 0 flow is anticipated at this time. The
sewer will eventually serve the South Lakes Elementary school and the residential development known as the
South Lakes SF-8/AR-1 parcel in the South Lakes PUD. Approximately 1,886 LF of 8 -inch PVC & DIP sanitary
sewer lines that will tie into the downstream collection system already permitted in WQ0036711. Attached
please find the application with fee, an original and a copy of the FTA04-16, FTSE 04-16, and site maps for
your review and approval. ;1 CT:) %-01 'PDF�b
If you have any questions or need any additional information, please feel free to contact me at 919-469-3340.
Sincerely
WithersRavenet
Debbi Ferm
Project Manager
115 MacKenan Drive I Cary, NC 27511
t 919 469 3340 1 f 919 467 6008 J www withersravenel com I License No C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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