WQ0039949_Issuance of Permit_20180515

a
Central Files: APS _ SWP
5/14/2018
Permit Number W00039949
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
ted.cashion
RECEIVED/DENRIDW
Coastal SWRule
MAY 2 2 2018
Permitted Flow
Water Resources
19,800
Permitting Section
Facility
Facility Name
Major/Minor Region
Partin Place - Phase 4
Minor Raleigh
Location Address
County
Wake
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Town of Fuquay-Varina
Government - Municipal
Owner Affiliation
Adam Mitchell
Manager Town
401 Old Honeycutt Rd
Dates/Events
Fuquay Varina NC 27526
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
5/15/2018 3/15/2018
5/15/2018 5/15/2018
Regulated Activities
Requested /Received Events
Subdivision
Additional information requested 5/1/18
Wastewater collection
Additional information received 5/10/18
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

ROY COOPER
Governor
MICHAEL S. REGAN
Serretarr
LINDA CULPEPPER
Grterim Director
Water Resources
ENVIRONMENTAL QUALITY
May 15, 2018
Jay T. Meyers, P.E., Public Utilities Director
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
Subject: Permit No. WQ0039949
Town of Fuquay-Varina
Partin Place — Phase 4
Wastewater Collection System Extension Permit
Wake County
Dear Mr. Meyers:
In accordance with your application received March 15, 2018, and additional information received on May
10, 2018, we are forwarding herewith Permit No. WQ0039949 dated May 15, 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rescinded and shall be subject to the conditions and limitations as specified therein.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 1.1: 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, Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
1.ocation• 1900 Barren Drive. Raleigh. N(' 2760O Fnv [phone]

Town of Fuquay-Varina
Permit No. WQ0039949
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 [e-mail].
Sincerely,
r
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: Jim Chandler, P.E., Timmons Group (via email: [e-mail])
Steve Ward, Director, Harnett County Public Utilities (via email: sward @harnett.org)
Wake County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Johnathan Watts, Fayetteville Regional Office (via email: [e-mail])
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 2,457 linear feet of 8-inch gravity sewer to serve 66
four -bedroom homes as part of the Partin Place — Phase 4 project, and the discharge of 19,800 gallons per
day of collected domestic wastewater into the Town of Fuquay-Varina's and Harnett County's existing
sewerage system, pursuant to the application received March 15, 2018, and additional information
received on May 10, 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 fr m th date osuance until rescinded and shall be subject to the specified
conditions and itations c ta' ed ther f .
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039949
Permit Issued: May 15, 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 NC0021636.
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)]
11. 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.01101
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 .01101
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 sha►I 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.
j. 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. [G.S. 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 (CD 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 #:
WQ0039949
PROJECT:
Partin Place — Phase 4
ISSUE DATE:
May 15, 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.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, 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 Date
ENGINEERS CERTIFICATION
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 Water RCSOUrce,, Raleigh Regional OFtice, % at r Qualit% Operations Sectioci www.nmaterquality.org
1628 h9ail Service Centex, Raleigh, NC 27699-1628 Phone: [phone]
i �otoi u754 4-

j State of North Carolina
DWR
Department of Environmental Quality
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: W 0 0 / (to be completed by DWR)
All items must be completed or the application 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
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Jay T. Meyers, PE per _15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City: Fuquay Varina State: North Carolina Zip: 27526-
5. Applicant's contact information:
Phone number: [phone] Email Address: ime ers ,fuquay-varina.org
1I. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Partin Place -Phase 4
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: 35.58584' Longitude:-78.744165'
5. Parcel ID (if applicable): 0676-68-0761
(or Parcel ID to closest downstream sewer)
I1I. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler License Number: 026466
Firm: Timmons Grow
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: jim.chandlerna.timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Town of Fuquay Varina
V. RECEIVING DOWNST,E�AM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ15801 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCSXV 3
Owner Name(s): Harnett County
FORM: FTA 04-16 Pagel 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 / 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)? X Yes 4 /� ,5
➢ If ves, provide a coat/ of flow reduction approval letter `� rM '�` 7. Summarize wastewater generated by project: ,� w—
Establishment Type (see 02T.0114(f))
Daily Design Flow o,b
No. of Units
Flow
Residential
300 gal/day
66
19,800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
19,800 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 19,800 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer whe flow will be permitted in subsequent permits that connect to this line
❑ N
Flow has already been allocated in P rmit umber:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 j Page 2 of 5

L
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 2,457 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
VIH. 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.
➢ 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
➢ 15A NCAC 02T.0305(fl 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
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(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 webpaae
➢ 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
➢ 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 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from th� 401 & Buffer Permitting Branch
5. Does project comply with
❑ Yes ® No
(additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(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 anagement plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0.102, "high -priori t 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
IfNo, 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 supporting documents
2. Professional
I, \ 2Nt5 (11 vtIMA'
(Professional Engineer's name
Application Item 1I1.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: •••••�`• ,N"C�A'nhq�,�,,,
•cC) , FES8i0
0��'•,
�? ¢ SEAL 9<��
02646
1
eeeu
3. Applicant's Certification per 15A NCAC 02T .0106(b):
E.
7iP5��re +oi-
name & title from Application Item I.3.)
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 143-215.6B, 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.
FORM: FTA 04-16 Page 5 of 5

000000
• • 1\1C Dept ofEnvironmental Qualit
TIMMONS GROUP y
YOUR VISION ACHIEVED THROUGH OURS. MAR
15 2018
Raleigh Regional O fr
TRANSMITTAL ,,e
TO: NCDENR-Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleiah. NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Date: 03/15/18 Job #:35723
Project: Partin Place II — Phase 4
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Flow Acceptance Form
1
6
Check for $480
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or dexter.howell(cD-timmons.com.
Thank you,
Dexter Howell
Project Manager
SIGNED:
C' E
n O
O U
o v;
c �
O
v E
I— E
Z
a,
V
L
V,
L
.Y
v
av
c
v
E
Q
O
v
v
0
v
in

''
NC Dept of Environmental Quality
PROJECT NARRATIVE
MAC 15 2018
Project Name: Partin Place II - Phase 4
Location: Fuquay Varina, Wake County, NC Raleigh Regional Office
Owner: KB Home Raleigh -Durham Inc.
4506 S. Miami Blvd.
Durham, NC 27703
Developer: KB Home Raleigh -Durham Inc.
4506 S. Miami Blvd.
Durham, NC 27703
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Fuquay Varina jurisdictional limits and is located along NC Hwy 42,
east of the intersection with NC Hwy 55. The scope of this project will include the construction of 66
residential lot and associated roads in phase 4.
The proposed public sewer extension will provide domestic service to Phase 4 of Partin Place
subdivision on a 23.06-acre tract of land in Fuquay Varina, NC.
Development Flow Rate: 19,800 gpd
(66) 4 bedroom houses @ 300 gpd/unit

I
I 4 ti
J.- 1
it
�/�_� i� 4 _ �. (�1, j fie�e•• ..r _ '�`14 ,r� ..+.✓ 1 t'• _/.�y��y !
i .�..,y € pZi rr,�' �{4• � � ,�_- fi � _ .�- 1.._�..n.�, rr� it f 1"
t' 1 �, rs 'tF 1 � . •� J ' '. P''•,
i ` 1
Irl
%
y i yr. '---+P=T—�.� {I�•�-
:J
44
'— a ,L.r' . i 11 ''y. , -.'.1 r �I 1 '� '-• ' + Ja�
' •'."3 '�i,9.' ry '.y31• �'.. ',' 1 ,'�� .:. •� I. ryw _y .i_."-"i
+
'+gl
RR

I
Nc y
�2 NORFOLK &
SOU THERN
RAILROAD
OW
vI
PHASE s th �
o
VI
PHASE 6 \
mLcj
Qv
I PHASE 3
(o
PHASE 2
I
FUnM
y DE► ZOMair
— — —
I PHASE 7
PHASE f
I
1
ti
ONE-YcvTT
R
VICINITY MAP
'
SCALE: 1" - 21000

Ntate 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 AND NATURAL RESOURCES
miz—i�.�
gj11 G filul
Tom d -i/a"
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
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 .0219(1)(3).
Based on the information submitted, the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adjusted design daily wastewater flow rate at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES pegEit 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 (i icate ermit number, ro'ect name, permitted flow, new flow
under reduction and the difference bet een them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at ( 19)733-5083 ext. 37 L
S ince ,
C'
' Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%r reeycletl/10% post -consumer paper

OF W A TFR State of North Carolina
O� pG Department of Environment and Natural Resources
Division of Water Quality
o =' Flow Tracking/Acceptance for Sewer Extension Permit Applications
�Vv (FTSE 06-13)
Project Applicant Name: Town of Fuguay-Varina
Project Name for which flow is being requested: Partin Place Phase 4
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 #: NCO021636
All flows are in MGD
c.
WWTP facility's permitted flow
2.60
d.
Estimated obligated flow not yet tributary to the WWTP
0.519
e.
WWTP facility's actual avg. flow
1.204
f.
Total flow for this specific request
0.020
g.
Total actual and obligated flows to the facility
1.743
h.
Percent of permitted flow used
67.0%
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 / p fl,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Holly
0.432
0.173
0.094
0.079
0.173
0000
Eastern
n�
1.800
0.461
0.232
0.203
0.435
0.026
* 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 1 of 7
FTSE 06-13

Certification Statement:
Jay T. Meyers, PE, 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.
�G4 /2�'
Date
Page 2 of 7

a
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
100 % and 0.173 MGD of the Available Capacity (E) in Pump Station
Holly Ridge ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.020 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
impellar change to increase pumping is in design or under construction with
capacity
planned completion in June 30th 2019 ; and/or
d. The following applies:
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.
mar( g
Date
Page 3 of 7

A State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow T ra e kin g/Aceep tance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: — Town of FuquaX-Varina
Project Name for which flow is being requested: —Partin Place Phase 4
More than one FTSE may be required for a single project zf the owner of the WWTP is not responsible .1br allplunp
stations along the route of the proposed wastewater .17ow
1. 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 #: NC002163 36
All.flows are in III)
c.
WWTP facility's permitted flow
7.5MGD
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
1.034 MGD
FV Obligated Flow NYT
5.519MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.326 MGD
Angier Obligated Flow NYT
0.076 MGD
e.
WWTP facility's actual avg. flow
4.166 MGD
FV Actual Flow
1.194 MGD
Lillington Actual Flow
0.606 MGD
HC Actual Flow
1.975 MGD
Angier Actual Flow
0.391 MGD
f.
Total flow for this specific request
0.020 MGD
.g.
Total actual and obligated flows to the facility
5.220 MGD**
FV Actual Avg. + Obligated Flow
1.733 MGD
Lillington Actual Avg. + Obligated Flow
0.719 MGD
HC Actual Avg. + Obligated Flow
2.301 MGD
Angier Actual + Obligated Flow
0.467 MGD
h. Percent of permitted flow used
69.6`/'o
Page I of 6
FTSE 06-13

11: 1-90 'A SIA
9 3o Z ' )ii Ld
(vvd) 1"(lNl3aavLNalvssassv s')"oNsivid asj'a
dID(I d.1111VII-5' s- lvil YJ6
40t - — —S
'MOIJ .131P,"01SLIAN SIL , p jo anuldo3m, saivotpui LLuqj
siqijo ain)uaiiS -Xjjpd alq!suodsat aqj wL, I tjatqm.t(jj swnpuoppr )uauissassu 5utweld poqomir
Ilp sold 11 puu I S1101130S Ul 0Aoqr p3jsijsw3)! asoill olsailddu uoiltog!w-) stun -ujvp ajqvpVAR
is3q milSuisn sompa-awd pue s-moilod p3qsijqujso ivool qi!Ax )3ut,,pjoo.)r ui pauuojAod uaaq suit
stsXluue siql -olqvoilddr ojaqm ivawssasselluitmuld aqj ut POY!lUOP! SjU3W0Ao.idwt pauuuld z)qj
jo uoTluju3moldwi all) WAV8 4S33UUjstun3jm latuou japun jurld jumlvail �NIAKMJ -,)ql of alnol Lm
uoilpls dutnd wvwjsumoprCuu u3pinqj3A0 10 SAAOUJIA0 10AAM XJvj!LtVS P.1JPJ of pludioput, iou si roload siql woij A,,c.)U aqj jull pur Xjqpqluauiieaxi iaiemais m 11MAT00al
aqj of ;)Inoi z)ql guole I)allpnlUAZ,) U30q snq ptafaid sitp ut pall!twad aq of lowmalswA jo oLunloA 0qj
jo uoii!ppr 3qi wqj i2palmoml Xwjo js;)q aqj of XAP33 sifillp.iml —nd- J-o101,KU—M. —piece MAMOIS
:lUoLualpis UoIjL,3g!jlaj
-t) > si ;�j!;)rdu,),)jqvj!RAVaqj 3.laqAt&LjWAk aril PU9 juiod uoij3auuoaj:)afojd aq) uaa.AA43q
palcaol uoiju)s diund q3vaioj paqaujlu aq hugs tu.npuapp
v luatussass uiuuuld V
-S-Z Uuqj ssal IOU (jd).jojaLj
..juad v tiq pap!Alp uo!juls dtund aqj to ii1avdva tui!j aqj si uoj�i iijpg(j 339jaAV UMSa(l
-aawas jo ino ualvi dmnd isatjul aqj qjjm PaAaiq;)ie aq ut*
wqj Ak - olj padwnd tuntuixem aqj su paugap si uoijujs dtu nd cuv jo 94pudea WJIA aqj, *
J789*0
9LO'g
6ZF*Z
LtL*Z
9L'9 tl*tl I - oz I sis
ojiu—j
7 5
S-IS
LCtI aJjS n
t0�—A4 iaeiuo
. ........ . ---- ------
COIN
UDIN
QrJI1t Gow (i a q t n—N— —10—a—I u—t—!N
paiu2ijqo
"Olj xilea
mol-4 Oca
'(jdl uuid) uotiviS dLund
.1
snid,yxoljvjnqy_L
X
-51AV JUD.Un,)
u-u!j
ju;).unD jujol
PA ION
-xojddV
Xpr(l astumv
'pm2ijqo
11'31SaG
(([-V)=(3)
0+9W(t)
(a)
(V)
:(JIMM 341 puu julod uolloauuoa )33fold aqj uaomloq palmol suolluls dwnd Isi-I
'moll lolumals-em posodold
siqljo olnojotla I)uolt, loj ajq!suodsoj air no,i uopuls
dwnd qoeoioj uotioas stql mjdwoD -11