WQ0039845_Issuance of Permit_20150309

Uove,not
s�, MICHAEL S REGAN
{n Sec)eta)y
LINDA CULPEPPER
Intel on Du ecto)
Water Resources
ENVIRONMENTAL QUALITY
March 9, 2018
Jay Meyers, Public Utilities Director
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
Subject. Permit No WQ0039845
Town of Fuquay-Varina
Union Station Subdivision
Wastewater Collection System Extension Permit
Wake County
Dear Mr. Meyers
In accordance with your application received February 9, 2018, and additional information received on
February 27,2018,we are forwarding herewith Permit No WQ0039845 dated March 9,2018,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rescinded and shall be subject to the conditions and limitations as specified therein This cover letter shall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 II 1 This permit shall not be automatically transferable, a permit modification request for a
name change must first be approved by this office
Condition II 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 1506 of North Carolina General
Division of Watei Resources.Raleigh Regional Office,Water Quality Operations Section www ncwaterquahty org
1628 Mail Service Centel,Raleigh,NC 27699-1628 Phone [phone]
I oration 3800 Ran eft Diivi• Raleigh NC 27609 Fax [phone]

Town of Fuquay-Varina
Permit No WQ0039845
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 [e-mail]
Sincerely,
.1
c.5:4ja0 /(` '' „, ---1"-- 1 „/'
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 Randall L Miller, P.E.,Thompson and Associates (via email miller.pe@att net)
Steve Ward, Harnett County Director of 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 Johnathan [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 3,029 linear feet of 8-inch gravity sewer to serve 66
three-bedroom homes as part of the Union Station Subdivision project, and the discharge of 14,850
gallons per day of collected domestic wastewater into Harnett County's existing sewerage system,
pursuant to the application received February 9, 2018, and additional information received on February
27, 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 fror'fh t-of iss /ce until rescinded and shall be subject to the specified
conditions an. stations con ain d th--- /
/2 /
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039845
Permit Issued: March 9, 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)]
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
j Documentation shall be kept for Subparagraphs(a)through (i)of this Rule fora 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
Parti-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
Prior to 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

PERMITTEE: Town of Fuquay-Varina
PERMIT#: WQ0039845
PROJECT: Union Station Subdivision
ISSUE DATE: March 9, 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 completionof 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
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, I 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 witnin 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):
DIN Islon of Water Resources,Raleigh Regional Office,Watci Quality Opeiatlons Section www ncwaterquality oig
1628 Maul Service Center,Raleigh,NC 27699-1628 Phone [phone]
T nrMi-' ;RM Rte, Pt nr,va P'1,',oii 1MTe 77((10 P' !010\7QQ_71 SQ

State of North Carolina
DiNR Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
'Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: tAL()I 31?of S (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• 0 Individual 0 Corporation 0 General Partnership ❑Privately-Owned Public Utility
0 Federal 0 State/County ®Municipal 0 Other
3. Signature authority's name v Mey4s1 p.E , per I5A NCAC 02T.0106(b)
Title:engineer PJbJrG Ce-C-far
4. Applicant's mailing address:401 Old Honeycutt RoaD
City:Fuquay-Varma State:NC Zip:27526-
5. Applicant's contact information:
Phone number:[phone] Email Address:tstephensonPfuq_uay-varina.org
R. PROJECT INFORMATION:
1. Project name:Union Station Subdivision
2. Application/Project status: Proposed(New Permit) 0 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: 35.5857° Longitude:-78.8182°
5. Parcel ID(if applicable): 0656480178
(or Parcel ID to closest downstream sewer) IVC Dept of Environmental Quality
III. CONSULTANT INFORMATION:
1. Professional Engineer:Randall L.Miller License Number:_19793 E.2
Firm:Thompson and Associates
Mailing address: 1149 Executive Circle Unit D2 "'s leigh Regional Office
City: State:NC Zip:27511
Phone number:[phone] Email Address:miller.peQatt net
IV. WASTEWATER T1I arn�
A,'t'NJEN�.'FACILITY(WWTF)INFORMATION:
M,t l-
1. Facility Name:11te�t+beat WWIP Permit Number: KL©0016, 1, -
Owner Name:T-cnvfl-ef-Fuquatirs
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
I. Permit Number(s):WQ Of1h 1OW/t Downstream(Receiving)Sewer Size: 8 inch
System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):Town of Fuquay-Varina
FORM:FTA 04-16 Page 1 of 5

VI. GENERAL.REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®N/A
2 If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been attached?
❑Yes ❑No /IN/A
3. If the Applicant is a Home/Pt operty Owners'Association,has an Operational Agreement(FORM HOA)been attached?
❑Yes ❑No //N/A
4. Origm of wastewater(check all that apply).
®Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
❑Residential Leased ❑Retail with food preparation/service 0 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(Explam in Attachment)
5 Nature of wastewater 100%Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02T 0103(20))
>Is there a Pretreatment Program in effect? 0 Yes ❑No
6 Has a flow reduction been approved under 15A NCAC 02T 0114(1)7 ©Yes ❑No
> If ves,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
Single Family Redidential 75 gal/day/bedroom x 3 bedrooms/unit 66 14,850 GPD
gall GPD
gall GPD
gal/ GPD
gall GPD
gal/ GPD
Total 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[m 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. 14,850 GPD(per 15A NCAC 02T 0114)
' Do not include future flows or previously permitted allocations
If permitted flow is zero,mdicate 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 04-16 Page 2 of 5

state of North CarolinaItrici
Department of Environment
and Natural Resources
Division of Water Quality Alf
Michael F.Easley,Governor NCDENR
William G.Ross Jr.,Secretary
Gregory J.Thorpe,Ph.D.,Acting Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
November 7,2001 __
yy yeti,,.-.;j:�
G EL'+.�... 3 EJ..
Mr.Michael A Allway,Assistant Town Manager Nov 2001
Town of Fuquay-Varina
TO= PWIErterins
401 Old Honeycutt Road �
Fuquay-Varina,North Carolina 27526
Subject. Town of Fuquay-Varma
Flow Reduction Approval
Wake County
Dear Mr A1lway
On September 10.2001, the Division oil Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present. bit not yet tributary, single-family dwellings in the Town of
Fuquay-Vanna. 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-Varna 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-
Vanna 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 permit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects(indicate permit number,project nameLpermitted flow,new flow
under reduction and the difference between them).If you have any questions or comments regarding this
matter,please contact Marie Doklovic at(919)733-5083 ext.371.
Sincere ,
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 Employe! 50%recycled/10%post-consumer paper

ti
VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 263 DIP
8 2,766 PVC
> Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&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
0 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
m the case of a multiple station power outage.
FORM:FTA 04-16 Page 3 of 5

IX. ' SITBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) /1 Yes ❑No
> 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewers stems.
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,mcludmg any wells,WS-I waters of Class I or
Class H 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
Dramage 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 webpage
D If noncompliance with 02T.0305(f)or(a).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 coverage/authorization under a 404 Nationwide or ❑Yes Z 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.0105(c)(6)(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 management plans,etc.).
6 Does this project include any sewer collection lines that are deemed"high-priority?"
Per ISA 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

T", „ •
X. CERTIFICATIONS:
1. Does the submitted system comply with I 5A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravy 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. A, 'royal of the re 1 uest is re s aired ,rior to su'Diktat of the Fast Track A A. ,lication and su I 1 ortin. documents.
2. Professional Engineer's Certification:
I, %RA w]9 At.'- L. M t LES attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate,complete and consistent with the information supplied in the plans,specifications,
engineering calculations,and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package,inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE—In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement,representation,or certification in any application package shall be guilty of a 94,14,..rniisderineanor,which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation., ;, (;f
North Carolina Professional Engineer's seal,signature,and date: , A CI". .;
•
-��'l ••�ti`'lid' I
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, 7 .:44;401. 1 r,k. I.-PJ�1 s G i /1,,465 p!rel O r- attestthat this application for
/ (Siture/Authority s name&title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,this
application package is subject to being returned as incomplete. I understand that 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 143-215.68, 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:a a✓1 ii:
FORM:FTA 04-16
Page 5 of 5

State of North Carolina
' '- At lir
Department of Environmental Quality
of
:'Y Division of Water Resources
"Division of
" �8�scee.�re�
Flow Tracking/Acceptance for Sewer Extension Applications
Wei
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Union Station Subdivision
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the 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:
b. WWTP Facility Permit#:
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 0.01485
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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***
*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.
Downstream Facility Name(Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III.
Certification Statement:
I 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.
de
ni Of acial gnature Date
Page 2 of 6

•
•
PLANNING ASSESSMENT ADDENDUM(FAA)
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
%and MGD of the Available Capacity(E)in Pump Station
;and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
MGD per year;and that
c. A funded Capital Project that will provide the required planned capacity,namely
is in design or under construction with
planned completion in ;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.
Signing Official Signature Date
Page 3 of 6
FTSE 04-16

of wAr.9 State of North Carolina
!off 6 Department of Environment and Natural Resources
to Division of Water Quality
r
O " " Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Vanna
Project Name for which flow is being requested Union Station
More than one FTSE may he requited for a single project if the oss net of the if K TP 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. WVW'TP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit#: NC0021636
All flows are in MGD
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 1.156 MGD
FV Obligated Flow NYT 0.641 MGD
Lillington Obligated Flow NYT 0.113 MGD
HC Obligated Flow NYT 0 326 MGD
Angier Obligated Flow NYT 0 076 MOD
e. 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 MOD
Angier Actual Flow 0.390 MGD
f. Total flow for this specific request 0.015 MGD
g. Total actual and obligated flows to the facility 5.509 MGD**
FV Actual Avg. + Obligated Flow I.870MGD
Lillington Actual Avg.+Obligated Flow 0.777MGD
HC Actual Avg. +Obligated Flow 2.396 MOD
Angier Actual +Obligated Flow 0.466 MGD
h. Percent of permitted flow used 98.84%
*North Harnett WWTP is being evaluated by NCDENR-
DWR for planned future expansion
**d+e+f
Page 1 of 6
FTSE 06-13

rilliIl. Complete this section for each pump station you are responsible for along the route of "
proposed wastewater flow. his
List pump stations located between the project connection point and the WWTP.
(A) (B) (C)
Design (D)=(B+C) (E)=(A-D)
Average Daily A rox Obligated,
Firm Flow** pp Not Yet Total Current
Pump Station Capacity,* (Firm Current Avg Tributary Flow plus
(Naive or Number) MGD pi),
Daily Flow, Dail Flow,
MGD y Obligated Available
Contact _________MGD Flow _ Capacity* *
Fv_ for upea SLS —___
SLS 120 Capacity Info
1- 44 _ 5.76
_____________2. 47 — 2 251 4____998 _ 0.762
*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.
III.
Certification Statement:
I Steve Ward-Director of Public Utilities certify to the best of my knowledge that the addition of
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 certificatio,, ipplies to those items listed above in Sections I and II plus all
attached planning assessment • endums for which I am the responsible party. Signature of this
form indicates acceptance sf r is wastewater flow.
2 — & -/,
Signing Official Signature Date
FTSE PLANNING ASSESSMENT ADDENDUM(FAA)
Page 2 of 6
FTSE 06-1 3

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,
Average Daily Approx Not Yet Total Current
Firm Flow** Current Avg Tributary Flow Plus
Pump Station Capacity,* (Firm'pi), Daily Flow, Daily Flow, Obligated Available
(Name or Number) MOD MGD MOD MGD Flow Capacity***
Contact FV fol upstream SLS Capacity info
SLS 120 14 4 5.76 2 747 2.251 4.998 0.762
*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.
III.
Certification Statement:
1 Steve Ward -Director of Public Utilities certify to the best of my knowledge that the addition of
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 certificati .pplies to those items listed above in Sections I and II plus all
attached planning assessment • endums for which I am the responsible party. Signature of this
form indicates acceptance •f i..is wastewater flow.
a - le -4
Signing Official Signature Date
FTSE PLANNING ASSESSMENT ADDENDUM(PAA)
Page 2 of 6
FTSE 06-13

MyTopo Free Online Topo Maps Page 1 of 1
•
•
mHtnpo
A TRIMBLE COMPANY
Home Printed Maps Digital Maps Online Maps About Us My Account Checkout
235 Coley Farm Road,Fuquay Marina,NC,United States O s 0 Canad r_l ire mai,_ order a print centered here „
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Print from your computer:Landscape I Portrait
Link to this map:
Browse and view FREE US Geological Survey,US Forest Service,and NRCan topo maps for the US and Canada.
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One South Broadway 877.587.9004
Billings,MT 59101 406.294.9411
httn://www.mvtono.com/mans/ 1/19/701 R

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PROJECT NARRATIVE
SANITARY SEWER EXTENSION
UNION STATION SUBDIVISION
TOWN OF FUQUAY-VARINA
WAKE COUNTY
PROJECT LOACATION:
LAT 35.5857
LONG -78.8182
Union Station Subdivision is a 66 lot single family residential
development located within the Town of Fuquay-Varina, North
Carolina. The proposed development upon 18.939 acres is located
off of Coley Farm Road (SR 1105). The 66 single-family lots will be
served with the Town of Fuquay-Varina's water and sanitary sewer.
The lots will be served with sanitary sewer that will be in within the
subdivision and connect to an existing main outfall that runs within
the right of way of Coley Farm Road (SR 1105).
The proposed 8" gravity sanitary sewer will extend through Union
Station to provide gravity sanitary sewer service to the development's
66 single-family lots. The new proposed —3,093 linear feet of gravity
sanitary sewer will connect into an existing sanitary sewer outfall that
runs within the right of way of Coley Farm Road (SR 1105).
All work will be as per the Town of Fuquay-Varina's Standards and
Specifications as related to sanitary sewer construction.
The proposed project will have a sanitary sewer flow of 14,850 gpd
based upon 66 lots at 75 gpd/bedroom x 3 bedrooms/lot as per Town
of Fuquay-Varina's Standards and Specifications.
The proposed project is expected to be completed in June 2018 with
all home construction completed by June 2019.