WQ0039829_Issuance of Permit_20180307

KUY (.UUFEK
Govei noi
MICHAEL S REGAN
Sec) etaiy
LINDA CULPEPPER
Into im Du ectoi
Water Resources
ENVIRONMENTAL QUALITY
March 7, 2018
Chris Doherty, Public Utilities Director
Franklin County
1630 US Highway #1
Youngsville, NC 27596
Subject Permit No WQ0039829
Franklin County
Legacy Phase 1A
Wastewater Collection System Extension Permit
Franklin County
Dear Mr Doherty
In accordance with your application received January 23, 2018, and additional information received on
March 5, 2018, we are forwarding herewith Permit No WQ0039829 dated March 7, 2018, to Franklin
County (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collection system extension This permit shall be effective from the date of issuance until rescinded and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 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 150B of North Carolina General
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
Division of Watei Resouices, Raleigh Regional Office, Watei Quality Operations Section www newaterquality org
1628 Mail Service Centei, Raleigh, NC 27699-1628 Phone [phone]
1 neatinn ';800 Ranett Drive R;ileigh NC 27609 Fax (919) TH-7159

Franklin County
Permit No WQ0039829
If you need additional information concerning this matter, please contact Ted Cashion at [phone]
or via e-mail at ted cashion@ncdenr gov
Sincerely,
6
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 Jonathan Eakins, The Nau Company, PLLC (via email Deakins@thenauco com)
Franklin County Health Department
Raleigh Regional Office Files
Water Resources Central Files
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
Franklin County
for the construction and operation of approximately 9,165 linear feet of 8-inch gravity sewer to serve 188
single family homes as part of the Legacy Phase 1A project, and the discharge of 47,000 gallons per day
of collected domestic wastewater into Franklin County's existing sewerage system, pursuant to the
application received January 23, 2018, and additional information received on March 5, 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 fro he date o ssuance until rescinded and shall be subject to the specified
conditions anndJ� itations coff
n
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039829
Permit Issued: March 7, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Franklin County 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 Franklin County Wastewater
Treatment Facility in accordance with Permit Number NCO069311
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
NONE
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 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 ofthe 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

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Franklin County
PERMIT #:
WQ0039829
PROJECT:
Legacy Phase 1A
ISSUE DATE:
March 7, 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 fribiutary 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 Resources, Raleigh Regional Office, Watei Quality Operations Section www ncwateiquality org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone [phone]
T ­-,,,­ ;ROO R­it Tl„, P 1,Tr' 771V)Q T--.,, tQ1 Qi 7ac_71 SQ

State of North Carolina
DWP
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Waiter Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number / (U (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION
1 Applicant's name Franklin County (company, municipality, HOA, utility, etc )
2 Applicant type ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3 Signature authority's name Chris Doherty per 15A NCAC 02T 0106(b)
Title Public Utilities Director
4 Applicant's mailing address 1630 US Highway #1
City Youngsville State NC Zip 27596-
5 Applicant's contact information
Phone number [phone] Email Address cdoherty(@franklmcountync us
II. PROJECT INFORMATION:
1 Project name Legacy Phase lA
2 Application/Project status ® Proposed (New Permit) ❑ Existing Permit/Pioject
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 Franklin
4 Approximate Coordinates (Decimal Degrees) Latitude 36 062. Longitude -78 463'
5 Parcel ID (if applicable) 1854-80-5913
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1 Professional Engineer Jonathan Eakins License Number 24642
Firm The Nau Compaq, PLLC
Mailing address PO Box 810
City Rolesville State NC Zip 27571-
Phone number [phone] Email Address leakins@thenauco com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1 Facility Name. Franklin County Wastewatei Treatment Facility Pei mitNumber NCO069311
Owner Name Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1 Permit Number(s) WQ0039797 Downstream (Receiving) Sewer Size 12 inch
System Wide Collection System Permit Numbei(s) (if applicable) WQCS00179
Owner Name(s) Franklin County Public Utilities
FORM FTA 04-16 Pagel of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washingtcn Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Fender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

VI. GENERAL REQUIREMENTS
I If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached9
[:]Yes ❑No ®N/A
2 If the Applicant is a Developer of lots to be sold, has a Developer's Opeiational Agreement (FORM DEV) been attached9
❑ Yes ❑No ®N/A
3 If the Applicant is a Home/Property Owneis' Association, has an Ope►ational 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/set vice ❑ 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 0 103 (20))
,Is there a Pretreatment Program in effect9 ❑ Yes ❑ No
6 Has a flow reduction been approved under 15A NCAC 02'f 01 14(f)9 ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7 Summarize wastewater generated by project
Establishment Type (see 02T.0114(f))
Daily Design Flow n,b
No. of Units
Flow
188 Single Family Homes
250 gal/day
188
47,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
47,000 GPD
a See 15A NCAC 02T 0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (t e , minimum flow per
dwelling, proposed unknown non-residential development uses, public access facilities located near high public use areas,
and residential pi operty located south or east of the Atlantic Inh acoastal Watei way 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 fixtuies, occupancy or operatio patterns, and other measured data
8 Wastewater generated by project 47,000 GPD (per 15A NCAC 02T 0114)
➢ Do not include future flows or ptevtously permitted allocations
If permitted flow is zero, indicate why
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain)
FORM FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1 Summarize gravity sewer to be permitted
Size (inches)
Length (feet)
Material
8
6277
PVC
8
2888
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information i elated 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 0Longitude - °
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)(13)_
➢ 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 pei 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 poi table source is owned of 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 of pump, including travel timefiames, shall be piovided
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(i)):
1 Does the project comply with all separations found in 15A NCAC 02T 0305(t) & (g) ® Yes ❑ No
➢ 15A NCAC 02T 0305(fl contains minimum separations that shall be provided for sewer systems
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 of 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(a) contains alternatives where separations in 02T 0305(f) cannot be achieved
➢ **Stream classifications can be identified using the Division's NC Surface Watei Classifications webpage
➢ If noncompliance with 02T 0305(f) of (Q), 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 02009 ® 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 ❑ Yes ® No
individual permits of 401 Water Quality Certifications9
➢ Information can be obtained from the 401 & Buffer Pei mitting Branch
5 Does project comply with 15A NCAC 02T 0105(c)(6) (additional permits/certifications)9 ® 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 15A NCAC 02T 0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aei ial line, size, mates ial, 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 Giavitv Sewer Minimum Design Criteria (latest version) as applicable
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2 Professional Engineer's Certification
attest that this application for
(Pi ofessional Engineer's name fi om 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 time 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 sal, signature, and date:
3 Applicant's Certification per 15A NCAC 02T 0106(b)
I, f attest that this application for
(Signature Authority's name & title from Application Item 13 )
has been reviewed by me and is accurate and complete to the best of my knowledge I understand that if all required parts of
this application are not completed and that if all 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 lanc 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 requited 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 snakes 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
FORM FTA 04-16 Page 5 of 5

CERTIFICATIONS:
submitted system comply with ISA��T the Minimum Design Criteria for the Permitting of Plinio Stations
1. Does the
and Force Iblai (latest version , and the Gravity Sewer'Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. A roval of the re uest is re Mired prior to submittal of the Fast Track Application and supporting documments
2. Professional Engineer's Certification'
Jonathan Eakins, PE attest that this application for
(Professional Engineer's name from Application Item Ili 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 tite 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 tills
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 Cla iii n IVI sdenteanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violatiokX%%% �11�,�
�� CA 0�
North Carolina Professional Engineer's sea[, signature, and date: *��% ¢• ,X ES S•%'�.,°
ZC) a�0 ti : 7i
.Q 9
•
2
s • !'cv)
At P • ,���e
3. Applicant's Certification per 15A NCAC 02T 0106(b) �11111 t t't t t t1%�� 1 /22/18
I, C":'c l2 l�J t C� 1% -bG Q it - t -V attest that this application for
(Signature Authority's name & title from Application Item 13.)
has been reviewed by me and is accurate and complete to the best of my knowledge I understand that if all required parts of
this application are not completed and that if all 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 wilf'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 civi enalt'i'el-up,to $25,000 per violation.
f i
Sig ature. �_ )1 Date
c u
FORM- FTA 04-16
Page 5 of 5

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 19, 2008
J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
1630 US Highway 1
Youngsville, NC 27596
Subject: Franklin County Public Utilities WWTP
Permit No. NCO069311
Adjusted Daily Sewage Flow Design Rate
Franklin County.
Dear Mr. Mendenhall:
On June 11, 2008, the Division of Water Quality (Division) received your request for an
adjustment to the daily sewage flow design rates. This adjustment would apply to all Franklin
County Public Utilities permitted but not yet tributary connections and all future connections
tributary to this facility (with the exception of permits whose flows are tributary to the collection
systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .0114(f). A flow
adjustment to 250 gallons per day per residential dwelling was requested. The Division's
Raleigh Regional Office reviewed the information provided by you and additional information
provided by your consultant to the Raleigh Regional Office dated June 26 and June 27, 2008.
In accordance with 15A NCAC 02T .0114(f)(2), the Raleigh Regional Office has evaluated all
the submitted data and considered other factors including weather conditions during the data
period of calendar year 2007, DMR monitoring data for this facility and an analysis of flow
reduction data for other facilities comparable to the Franklin County WWTP and collection
system. Based on the data submitted, the Division hereby approves the use by Franklin
County Public Utilities for the collection system described in Permit No. WQCS00179, and the
treatment plant described in Permit No. NCO069311, an adjusted daily sewage design flow
rate of 250 gallons per day per single-family dwelling, effective immediately. This flow
reduction shall be applicable to existing permits with flows not yet tributary to the Franklin
County collection system and all future permits issued to Franklin County Public Utilities. This
flow reduction SHALL NOT APPLY to sewer extension permits issued to or tributary to the
collection systems of the towns of Youngsville and Franklinton in Franklin County.
In granting this flow reduction, please be advised that the Division will not reissue any
outstanding permits made prior to this flow reduction request. If reissued permits are desired,
a permit modification request with the appropriate fee must be submitted for each permit to be
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP,
NNoae hCarohna
aturally
North Carolina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone] Customer Sery
Internet: www.nc%vaterquality ors Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone] 623-6748 e
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts stated
above. All other aspects of the permitting process remain unchanged, and all applications
must be in compliance with the statutes, rules, regulations and minimum design criteria as
certified by the owner and engineer. Without regard to this or any other flow reduction either
requested or granted, at no time shall the flow to this wastewater treatment facility
exceed the limits defined in the NPDES permit for this facility, nor exceed the capacity
of the sewers downstream of any new sewer extension or service connection.
If you have any questions regarding this adjustment to the daily sewage flow design rates, or
require any additional information, please contact Barry Herzberg at [phone], or by
electronic mail to barry.herzbergCcDncmail.net.
Sincerely,
-5-1 d"' , Z &. (f" I/
for Coleen H. Sullins, Director
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
Cc: Franklin County Health Department
RRO SWP, BH
RRO, FCPU Files, NC0069311 & WQC300179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Stearns & Wheler
3128 Highwoods Blvd. Suite 140
Raleigh, NC 27604

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Franklin County
Project Name for which flow is being requested: Legacy Subdivision
More than one FTSE maybe 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: Franklin County Waste Water Treatment Plant
b. WWTP Facility Permit #: NC0069311
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
AU flows are in MGD
3.000
1.139
1.100
0.149
2.388
79.6%
1I. 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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pf),
Number)
MGD MGD
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
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 Christopher Doherty 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 nonnal 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.
Page 2 of 6
FTSE U4-16