WQ0039825_Final Permit_20180223

Permit Number W00039825
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
Jason robinson
Coastal SWRule
Permitted Flow
61,080
Facility
Central Files APS _ SWP _
2/23/2018
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Ma/or/Minor Region
Daniel Farm Subdivision Minor Raleigh
Location Address County
Johnston
Facility Contact Affiliation
Benson NC 27504
Owner
Owner Name
Owner Type
Johnston County Public Utilities
Government - County
Owner Affiliation
Chandra C Coats
PE
PO Box 2263
Dates/Events
Smithfield NC 27577226
Scheduled
Ong Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
2/26/2018 1 /8/2018
2/26/2018 2/26/2018
Regulated Activities
Requested /Received Events
Subdivision
Additional information requested 2/14/18
Wastewater collection
Additional information received 2/23/18
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Watei Resources
En.noaniental Quality
February 26, 2018
Chandra Farmer, P E , Director of Public Utilities
Johnston County Public Utilities
PO Box 2263
Smithfield, NC 27577
Subject Permit No WQ O',951
Daniel Farm Subdivision
Wastewater Collection System Extension Permit
Johnston County
Dear Ms Farmer
ROY
COOPER
Go l erf i of
MICHAEL S REGAN
Secreurrr
LINDA CULPEPPER
Interim Duceioi
In accordance with your application received January 8, 2018, and additional information received on
February 23, 2018, we are forwarding herewith Permit No WQ0039825 dated February 26, 2018, to
Johnston 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rescinded and shall be subject to the conditions and limitations as specified therein This cover letter shall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 Resources, Raleigh Regional Office, Watei Quality Operations Section www ncwaterquality org
1628 Mail Sei vice Center, Raleigh, NC 27699_ 1628 Phone [phone]

Johnston County Public Utilities
Permit No WQ0039825
If you need additional information concerning this matter, please contact Jason Robinson at (919) 791-
4200 or via e-mail at Jason T Robinson@ncdenr gov
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by S Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc Jerry T Dalton, PE of Dalton Engineering & Associates, PA Jdalton@daltonengineering com
Johnston 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 the
Johnston County Public Utilities
Johnston County
forthe construction and operation of approximately 12,278 linearfeet of 8-inch gravity sewer to serve 320
3+ bedroom homes and a swimming pool/clubhouse as part of the Daniel Farm Subdivision project, and
the discharge of 61,080 gallons per day of collected domestic into Johnston County's existing sewerage
system, pursuant to the application received January 8, 2018, and additional information received on
February 23, 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 da ' of issuance until rescinded and shall be subject to the specified
conditions nd limitations co fined t ere n
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number WQ0039825
Permit Issued February 26, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Johnston County Public utilities 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 Johnston County's Regional Central
Treatment Plant in accordance with Permit Number NC0030716
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
No Special Conditions
II STANDARD CONDITIONS
1 This permit shall not be transferaLle In the event there is a desire for the wastewater collection
facilities to change ownership, or tnere 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 app-oved [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 (orthe 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 SC, 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: Johnston County Public Utilities
PERMIT #: WQ0039825
PROJECT- Daniel Farm Subdivision
ISSUE DATE- February 26, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this
permit until the Division has received this Certification and all required supporting documentation It
should be submitted in a manner that documents the Division's receipt Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom
Any wastewater flow made tributary to the wastewater collection system extension prior to completion of
this Certification shall be considered a viola ion 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 perm,tted herein or portions thereof
Printed Name, Title Signature
ENGINEER'S CERTIFICATION
Date
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the project
name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit, 15A NCAC 02T, the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated
March 2008, as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and updated March 2008, as applicable, and other
supporting materials
North Carolina Professional Engineer's Seal w/signature & date
❑ Final ❑ Partial (include description)
Certification Comments/Qualifies (attach if necessary).
D1� ision of Water Resources, Raleigh Regional Office, Watei Quality Opciatlons Section www newateiquality oig
1628 Mail Service Center, Raleigh NC 27699-1628 Phone [phone]

� 3
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Didlsion� ai Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number W 0 t:1 100 Z. !� (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION
1
Applicant's name Johnston County Public Utilities (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 Chandra Fanner, P E per 15A NCAC 02T 0106(b)
Title Director of Public Utilities
4.
Applicant's mailing address Post Office Box 2263
City Smithfield State NC Zip 27577-
5
Applicant's contact information
Phone number 919) 209-8333 Email Address chandra coats@johnstonnc com
II. PROJECT INFORMATION:
1
Project name Daniel Farm Subdivision
2
Application/Project status ® Proposed (New Permit) ❑ Existing Permit/Project
T
If a modification, provide the existing permit number WQ00 and issued date
Cd
O O
If new construction but part of a master plan, provide the existing permit number WQ00
y
3
County where project is located Johnston_
o
G 6 aA
4.
Approximate Coordinates (Decimal Degrees) Latitude 35 51790' Longitude -78 56850'
5
Parcel ID (if applicable) 13EO4003A
� oA
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
Q
U
1
Professional Engineer Jerry T Dalton, P E License Number 016282
Finn Dalton Engineering eering and Associates, P A
Mailing address Post Office Box 426
City Cla on State NC Zip 27528-
Phone number [phone] Email Address jdalton n,daltonengineermg com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1 Facility Name Johnston County Regional Central Treatment Plant Permit Number NCO030716
Owner Name. Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1 Permit Number(s) WQ0017015 - 319 Commercial Park Downstream (Receiving) Sewer Size 8 inch
System Wide Collection System Permit Number(s) (if applicable) WQCS00060
Owner Name(s) Johnston County
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 ®N/A
3 If the Applicant is a Home/Property
Owners' Association, has an Operational Agreement (FORM HOA) been attached?
❑ Yes ❑No ®N/A
4 Origin of wastewater (check all that apply)
® Residential Owned
❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased
❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care
❑ Medical / dental / veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities
❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursing Home ❑ Other (Explain in Attachment)
5 Nature of wastewater 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T 0103(20))
1Is there a Pretreatment Program in effect9 ❑ Yes ❑ No
6 Has a flow reduction been approved under 15A NCAC 02T 0114(f)? [�71 Yes 14 No
➢ If Yes, provide a copy of flow reduction approval letter
7 Summarize wastewater generated by project
8
Establishment Type (see 02T.0114(f))
Daily Design Flow "b
No. of Units
Flow
single-family residential ( >/= 3-BR units)
320 gal/day
189
60,480 GPD
swimming pool / clubhouse
10 gal/person
60
600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
61,080 GPD
a See 15A NCAC 02T 0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i e , minimum flow per
dwelling, proposed unknown non-residential development uses, public access facilities located near high public use
areas, and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G S 42A-4)
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T 01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data
Wastewater generated by project 61,080 GPD (per 15A NCAC 02T 0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why.
❑ Pump Station or Gravity Sewer 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):
I Summarize gravity sewer to be permitted
Size (inches)
Length (feet)
Material
8"
12,278
PVC
( Note
Includes outfall )
➢ 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
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T 0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage
FORM FTA 04-16 Page 3 of 5

t (.
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations found in 15A NCAC 02T 0305(fl & (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 Imes (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX 2)
50 feet
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T 0305(g) contains alternatives where separations in 02T 0305(f) cannot be achieved
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T 0305(fl or (g), see Section X of this application
2 Does the project comply with separation requirements for wetlands? (50 feet of separation) Kyes At No
➢ See the Division's draft separation requirements for situations where separation cannot be meet M\
➢ 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 )N
3 Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B 02009 ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B 0202
4 Does the project comply with an individual 404 Permit or any 401 Certifications9 ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ 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-priority9"
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
➢ 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

• 1. I t
X. CERTIFICATIONS:
1 Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable9
® 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 supportinIZ
documents
2 Pi ofessional Engineer's Certification
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 to 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 y false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdememay
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation (\ ano wh�zh
,etttttt1ttlt 0 ,'
North Carolina Professional Engineer's seal, signature, and date: �.`� CAR
Z
;4 •
Q,
3 Applicant's Certification per 15A NCAC 02T 0106(b)
MC
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 will be returned to
me as incomplete
NOTE — In accordance with General Statutes 143-215 6A and 143-215 6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation
Signature C . Date
FORM FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
i iii ,lrt i Division of Water Resources
&k anion of Water Re ,ouvze ry Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Daniel Farm Subdivision
More than one FTSE may be required for a single project f 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: Central Johnston County Regional Wastewater Facility
b. WWTP Facility Permit #: NPDES NC 0030716
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
All flows are in MGD
9.5 MGD
1.9311
5.9835
0.0611
7.9757
84%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg Tributary Flow Plus
(Name or Capacity, * (Firm / p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
319 0.1944 0.0778 0.0154 0.0791 0.0945-0.0168
Landfill 1.9296 1.9296 0.7642 0.7746 1.5388 0.3908
The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): 319 WWPS
Downstream Permit Number: WQ0018085
Page 1 of 6
FTgR 04-1 F

III. Certification Statement:
I Chandra C. Farmer, P.E. 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 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.
Signing Official Signature
Date
Page 2 of 6
FTSE 04-16

a7TaT
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section IIlwhere Available
Capacity is < 0.
Pump Station (Name or Number):
Given that
a. The pioportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
102 % and 0.07908 MGD of the Available Capacity (E) in Pump Station
319 ; and that j
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.04 MGD per year; and that i
c. A funded Capital Project that will provide the required planned capacity, namely
McGee's Crossroad Sewer Upgrade is in design or under construction with
CS370560-16 '
planned completion in 2018 ; and/or
d. The following applies: r
The McGee's Crossroad Sewer Upgrade will divert flow fiom the McGee's WWPS to a
new regional Middle Creel WWPS. This will free up capacity in the existing 6" forcemain
that currently carries discharge from both the McGee's and 319 stations.
Upon completion of the McGee's Sewer Upgrade, the 319 WWPS will bd upgraded to a
higher pumping capacity.
Therefore: i
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
R_C
Signatztre Date
Page 3 of 6
FTSE 04-16

Arrupimar
`o��F WA
�RQG
Michael F. Easley, Governor
William G Ross Jr, Secretary
j L)
r North Carolina Department of Environment and Natural Resources
-i
Y Alan W Klimek, P.E , Director
QDivision of Water Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Utilities
PO Box 2263
Smithfield, NC 27577
Subject- Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for _
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County response to our additional information
requests, the Division hereby approves the use of 80 GPD per residential bedroom, with a minimum
of 160 gpd for one and two bedroom units in all applicable non -discharge permit applications.
Flow shall be incremented by 80/gpd for each bedroom above two. Regardless of the adjusted
design daily wastewater flow rate at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES permit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension or service connections) A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at [phone] ext. 371.
Sincerely,
,Alan W Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One 1 Pretreatment, Emergency Response and Collection Systems Unit Internet http //h2o enr nc state.us/ndpu
NOrthCarollna 1617 Mail Servtce Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
va mAil k- Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Dalton Engineering _
and Associates, P.A.
January 3, 2018
Sub. Daniel Farm Subdivision
Johnston County, North Carolina
N.C.D.W.R. Fast -Track Application
Developer: Daniel -Lan Development, L.L.C.
1029 Country Club Road
Smithfield, North Carolina 27577
The Daniel -Lan Development, L.L.C. is planning a development for residential use
consisting of 189 lots located on approximately 141.0 acres. Daniel Farm Subdivision is
located within Johnston County, adjacent to NC Highway 210 and West of the intersection
of NC Highway 210 and Interstate 40. The project will consist of the construction of
roadway, to N.C.D.O.T. standards, that will provide access to the property. The
improvements will consist of roadway with curb and gutter and storm drainage, sidewalks,
a clubhouse/pool area, water utilities, and gravity sanitary sewer.
The project is being proposed to be developed in multiple phases. However, the attached
Fast -Track Application contains the flow and infrastructure for all of the proposed phases
of Daniel Farm, and is being submitted for review and approval.
If there are any questions, please do not hesitate to call.
Thank you.
Jo athan?:-
446 East Main Street — P.O. Box 426 — Clayton, NC 27528 — [phone]/Fax [phone]

Coat
\ ' . ROBERrS �Fp IOA/p( Cem
H/K/NG r
ry RC
/ I
y 2
OLD LEE RO
P
!' 0
. , Nimrod-Stephenm son Meorial Cem o
" � r
x m
j\V �•� •" j S f j�`�
rN RD A Stevenson Cem
n
o�qRR/SH FARM LM �y ''"�•t it
}�
Parrish Cem �\ �� O
�WWATS70N RDBRADLEY DR�ENNIS RD�� \ o� �
3.0
M�CHAEL LN Ennis
.>e'" Cem MCGe'
00 ROBER,r_
j, McGee Cem
e f
�
f o CONNECT TO ooP t
EXISTING
SEWER UNE
i 2
Coats x
Cem u
McGee -/"
�.. Crossroads 7
h -
r
2J
G REENLEAF RD
_,fir �itil'MlAE00,
-
— —
�
I1�1 GRAHAM POND RD -- " � � �• --- / _
r
QUAD MAP Dalton Engineering
(EDMONDSON, NC) 5Efi_
FOR and Associates, P. A.
DANIEL FARM SUBDIVISION
PLEASANT GROVE TOWNSHIP-JOHNSTON COUNTY, NC 446 East Main Street [phone]
P.O. Box 426 Fax [phone]
Clayton, NC 27520