WQ0034959_Application (FTSE)_20231220

State of North Carolina
WR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravit $ewq & Pump tationsiForce Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted do not require a permit from the Division are explained in 15A NCAC 02T_0 �1
Projects not eligible for review via the fast track process (must be submitted for full technical review):lje
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents; ��tdJ
Ar!�2 pUa
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
�➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder a' v� �0
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems. E'glnh_ .
General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream.:upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or dlb, a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a Nprth Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T . 106 b . Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-116) (if Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 142-21 SA7(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitudeilongitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115 t, 1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
ommission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home -Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c}, submit the properly executed Operational. Agreemen _JF HOAj.
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of tots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEV f
For more information, visit the Division's collection systems websile
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

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 28778-8211
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, Hamett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
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
Ralelah Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Cunituck, 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, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alteghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

BRL ENGINEERING & SURVEYING
112 East Johnston Street Providing Civil Engineering & Surveying Services
Smithfield, NC 27577
[phone] t)rlenRmeeringoearth link.ne,.
Ms. Susan Wilson
NCDEQ— Water Resources, Regional Water Quality Section
1628 Mail Service Center (Mail)
Raleigh, NC 27699-1628
Brian R. Leonard, PE, PkS
August 25, 2023
NC Dept of Environmental Quality
Re: Four Oaks Business Park Sewer Extensions, in Town of Four Oaks AUG 2 5 2023
Gravity Sewer Plans/Specifications — "Fast -Track" Review alei h Re j
("Zero Flow" Town Sewer/Outfall Extension AND Modification of Existing Permit g onal Office
Dear Ms. Wilson:
Per our telephone conversation last week, I made you aware that the Town of Four Oaks will be extending
gravity sewer with TWO (2) SEPARATE PROJECTS, within its existing Business Park in the Town's Planning
Jurisdiction, in Johnston County. The first project is a 2,280 LF gravity extension of an outfall line in the
Business Park (by our firm: BRL Engineering & Surveying). The second project is a 2,531 LF gravity sewer
extension associated with a new access road in the Business Park (by another firm: Wetherill Engineering).
Our firms have been coordinating throughout our design process since our sewer lines cross at a common
manhole. Also, both projects will extend gravity lines within the Business Park to make sewer available for
"future/unknown" uses, meaning there is "zero flow" associated with both the projects. After speaking with
you on the phone, we determined the best approach would be to submit both these projects together as a
"Modification" to the existing Business Park Permit #WQ0034959. This modification request is only to add
new linear footages of 8-inch sewer to the existing permit, with no change to flow or other permit parameters;
therefore, no FTSE forms are necessary for flow acceptance. There is still sufficient capacity available for
additional uses in the Business Park, in the initial permitted flow of 12,219 GPD (with only a small portion of
this being utilized for a single, existing tenant in the business park). Again, we all agreed this would be the
smoothest process to a permit; although you acknowledged you weren't sure if each of our projects would be
issued its own modification; OR if a single modification would be issued for both projects.
More specifically regarding this Modification Request of the EXISTING Permit #WQ0034959 for a previously -
permitted Gravity Sewer, Pump Station & Forcemain in the Four Oaks Business Park, and in accordance with
Item G of the General Section of the Fast -Track Application, all prior permitted items (including flow) remain
unchanged EXCEPT for the LENGTH of gravity sewer which both of these projects will add to the existing
permit. The additional lengths of gravity sewer in this modification request are:
• Four Oaks Business Park Sewer Extension (BRL Engineering & Surveying): + 2,280 LF of 8-in PVC
• Four Oaks Industrial Park Access Road (Wethrill Engineering): + 2,531 LF of 8-in PVC
• Total Modification —Additional Sewer Line:
+ 4,811 LF c f 8-in PVC
I have been assigned the role to submit this request on behalf of both the aforementioned firms and projects.
Enclosed herewith are the following documents for your review:
1) FOR EACH PROJECT. Fast Track Sewer System Extension Application, Form FTA 06-21— 1
original + 1 copy signed by Engineer, and signed by Applicant (Town of Four Oaks).
2) FOR EACH PROJECT. Check in the amount of $480 for the required Fast -Track Application
review fee

BRL ENGINEERING & SURVEYING
112 East Johnston Street Providing Civil Engineering & Surveying Services Brian R. Leonard, PE, PLS
Smithfield, NC27577
[phone] br1enKir1rin U hlink.net
3) FOR EACH PROJECT. Site Maps --1 original + 1 copy of each of the following...
• 8.5" x 11" Color Copy of USGS Topographic Map, showing entire project area and
adjacent surface waters
• 8.5" x 11" Street Level, Aerial Map, showing general project area
4) NOTE: FTSE Forms NOT REQUIRED for this Zero -Flow, Existing Permit Modification
On behalf of the Town of Four Oaks (Applicant) and in conjunction with BRL Engineering & Surveying AND
Wetherill Engineering, I would appreciate your review and approval of the attached Fast -Track Applications
and other related documents. Please contact me if you have any questions.
Sincerely,
7c�c
BRL ENGINEERING & SURVEYING
Brian R. Leonard, PE, PLS
BRL/brl
Cc: Barry Stanley (Town of Four Oaks)
Attachments: As Noted

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Numbers i (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Four Oaks (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Barry Stanley per 15A NCAC 02T .0106(b)
Title: Public Works Director
4. Applicant's mailing address: PO Box 610
City: Four Oaks State: NC Zip: 27524-
5. Applicant's contact information:
Phone number: 919 963-3112
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
/Vc
A-
of
O�
Email Address: publicworksdirectorfr�fouroaks-nc.&
�j0
1. Project name: Four Oaks Business Park Sewer Extension For Town of Four Oaks %!d f
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project "It
CIO
If a modification, provide the existing permit number: WQ0034959 and issued date: 09/02/2010,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.43327` Longitude:-78.41924-'
5. Parcel ID (if applicable): 08I11075 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian-R. Leonard License Number: 025487
Firm: BRL Engineering & Surveying
Mailing address: 112 East Johnston Street
City: Smithfield State: NC Zip: 27577-
Phone number: [phone] Email Address: brlengineeringeearthlink.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional WWTP Permit Number: NC 0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0034959 Mod
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSD0013
Owner Name(s): Town of Four Oaks
FORM: FTA 06-21 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Dweloper's Operational Agreement (FORM: DEV1 been attached?
❑ Yes [-]No ® NIA
3. If the Applicant is a Home./Property Owners' Association, has an HOAIPOA Operational Agmement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
[—]Yes [-]No ® N.-'A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and;or Motels
❑ School / preschool / day care ❑ Medical i dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses f offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater °rho Domestic _°}o Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(1)? []Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a.n
No. of Units
Flow
N/A (No Flow Generated)
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
0 GPD
a See 15A NCAC 02T .O 114(b), (&, {ejf 1 f_and_Je)(2J 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. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T_01 14J shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per I SA NCAC 02T .01 I
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump StatioWForce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: W00034959 _ Issuance Date: 9/2; 10
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 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) I Length (feet) I Material
2280 1 PVC
➢ Section 11 & 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 requirements is not allowed and a violation of the MDC
V 1 I1_ PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees). Latitude: Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305 ft l):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
D 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations/alternatives found in 1.5A NCAC 02T .0305(0 & tg ? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) or f , see Section X.l of this application
* I SA NCAC 02T.0305fs1 contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [—]No ❑ N.:A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N;'A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 1.5A NCAC 02T_QI05(c)f6), directly related environmental permits or certification applications must be 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.).
Does this project include any sewer collection lines that are deemed "high -priority?" [-]Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 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 (]$ Gravity _S test version), and the Graviewer Minimum Design Criteria {latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval, may, be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
si nificant portion of the pro4ect, the full technical review is required.
2. Professional Engineer's Certification:
aCi..r D�ri�S Br+d+motif /�wr'k,SLwt�
1, , attest that this application for f:o- Trw.+_s rJ*&Pr D ,f
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item I1.1)
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,
Minimum Dcsign Criteria for Gravity Sewers (latest version), and the Minimum Desien Qri ria for. she I` st-Track Permitting
of Puma 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
GA R pl
• rrf�� fJ�. //�
i
B�fq FH61 NE;y����
i N964 z� �o�B T
...........................................................-.......................
3. Applicant's Certification per 15 NCAC 02T .0106(b):
attest that this application for
(Signature Authority Name from Application tem 1.3.) (Project Name from Application Item I1.1)
attest that this application 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 143-215.613, 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.
Signature: �O -- -- - Date: 0 Da'.. ��...
FORM: FTA 06-21 Page 5 of 5

APLE AV
C.
it k"",

v
'�F
a
a
a
�
W
o
O
S
n
o
7 y
S
7 �
�
C
S
+.
a
al
m
00
#
S
10
co
Y
Q
3
o
?
m
w•
o
m
,
3
-w
a
�
m
�
"•
d
4'
m
L
J
a
O
I
w S
N �
-
Y
1

North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number: M0034959 Version: 1
Issued Date: 9/2/2010
Permit Type: Gravity- Sewer Extension, Pump Stations, & Prgssure Sewer Extensions
Facility Name: Four Oaks Business Park
Facility County: Johnston Latitude:
Longitude:
Facility Region: Raleigh
Owner Information Details:
Submit a Permit Ownership / Name Change form to DWR to make any changes to this Owner information.
Note that the owner is the legally responsible entity. (Click Here for TAMJX
i "F )
Owner Name: Town of Four Oaks
Owner Affiliation: Linwood Parker Title:
Addressl: PO Box 610
Address2:
City, State & Zip: Four Oaks, NC 27524-8569
Work Phone: [phone] Fax:
919-963-3113
Email Address:
Permit Engineer/Environmental Consultant
Name Organization Name Phone
Eq al
Permit Events
Event Description ate Comment
Permit issued 9/2/2010
Final Engineer Certification Received 6/21/2011
Permit Comments (including all prior versions)
Date Comment~ Text
Versooi
1.00
11/vr� I-VHAr --)Afiis� 5 i s vtie►f` a Gop� of fi-AG a�fiva J �oGr•+-�: fi� ..►�
N��EL� L�,��y fi'chG wtb Sc�G1"+ .�N1� �,..,.d.( 6�rrGrp..t.�v►«
y..,s; f7, S fi •c i'�" i.-t N G D f' ! t rG j'•r--.s<d : � < e �'-: � t p <r...F: f-
r,bCs
we- %a.v e f-t e-t' �"l+,"1 pGr••-,: � �/�'<� i/1f%G<� LY`JLja�.
NOTE: Receipt of an Engineering Certification (Partial and/or Final) is required prior to operation of the facility.
8/24/2023 Page i

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Four Oaks
Project Name for which flow is being requested; Four Oaks Bus. Park Sewer Extension
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
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
0
All flows are in MGD
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Bus.Park
WQ0034959
0.1368
Southside
(Unknown)
0.3024
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current plow
Flow**
Avg. Daily
Tributary
Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
0.0547
0.0014
0.0000
0.0014
0.0533
0.1210
0.0700
0.0036
0.0736
0.0474
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Four Oaks Collection System
Downstream Permit Number: WQCS - D0013
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Barry Stanley 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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
10-
Signing Offi 'al Signature � Date
W
Title of Signing Official
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resorirces Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Four Oaks
Project Name for which flow is being requested: Four Oaks Business Park Sewer Ext
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: CJCRWWTF
b. WWTP Facility Permit #: NCO030716
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
2.0873
5.507
11
7.5939
58% actual, 80% w/paper
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Four future mod 0.7488* 0.4592wEQ 0.04209^ 0.08464 0.1267 0.3325
Holt 23632 mod 1.008* 0.4032 0.1062^
T 0.08464 0.1908 0.2124
,.1 r
Neuse future mod 1.152* 0.460 0.1483^ 0.08464 0.2329 0.2279
*Improved - See Planning Assessment ^Includes excess existing flow (see Planning Assessment)
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Four Oaks WWPS
Downstream Permit Number: 19649 Mod
Page 1 of 6
FTSE 10-18

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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section I1 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
d. The following applies:
; and/or
Please see the attached Planning Assessment dated October 24, 2023.
No flow will be accepted by the County until improvements are complete.
The flow tracking presented assumes all projects are complete.
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
611)
Date
Page 3 of 6
FTSE 10-18

Planning Assessment — Town of Four Oaks flow to Johnston County —
October 24, 2023
Currently the Johnston County Four Oaks WWPS pumps to the Town of Benson. Wastewater
is received by the Town under an inter -local agreement between the Town of Benson and
Johnston County.
Benson can no longer receive the full amount of wastewater allocated in the current agreement.
Currently the County sends all of the wastewater received at the Four Oaks WWPS to the Town
of Benson. Benson's WWTP discharges to the impaired Hannah Creek. Because of the
impairment, the Town has not been able to increase the plant's NPDES permit to the full design
capacity of the facility.
A new agreement is being developed with the Town of Benson to set a sustainable amount of
flow that can be received by the Town (Draft Agreement includes 200,000 gpd). Any additional
flow will be sent to the Central Johnston County Regional WWTF (CJCRWWTF).
• Four Oaks has a current allocation with the County of 384,455 gpd.
• The average daily flow from the Town of Four Oaks over the past two years is 242,088
gpd. They were dry years.
• The Town has 84,641 gpd of flow permitted, but not yet tributary to the system.
The County has devised a plan to handle the current and future flow from the Town of Four
Oaks. The plan includes upgrading the Four Oaks WWPS to send flow to the Town of Benson
and the CJCRWWTF simultaneously. Along the path to the CJCRWWTF, the Holt Lake WWPS
and the downstream FM be upgraded. The Neuse River WWPS will also need to be replaced.
The upgrades to the Four Oaks will allow the County to send 360 GPM to the Town of Benson
and 520 GPM to the CJCRWWTF simultaneously and better utilize the equalization on site. A
permit for this project is under review by DEQ. The project is planned to start construction in
early 2024 and be completed in 2025.
The upgrade to the Holt Lake WWPS will modify the existing wetwell to accommodate 700 gpm
pumps and a new generator on -site. In addition, 4,500 If of 8" FM along an existing easement
to the gravity system that drains to the Neuse River WWPS. This project is currently under
construction and will be completed in 2024. Until the upgrades are complete the station is
limited to 300 gpm or a permitted capacity of 172,800 gpd.
The existing Neuse River WWPS is precariously located close to the bridge over the Neuse
River on US 301. The station is almost completly surrounded by water during flood events, and
the station is in need of major repairs. In addition, a NC DOT bridge replacement project will
make safe access to the site limited. A replacement station with a capacity of 800 gpm is
planned outside of the floodplain. This project is in the final stages of design and will be

completed in 2025/2026. Until the new station is complete, the Neuse River WWPS is limited to
347 gpm or 200,000 gpd.
The flow tracking presented shows the future second path to the CJCRWWTF for flow from the
Four Oaks WWPS. The excess existing flow (42,088gpd) and all of the permitted but not yet
tributary flow currently allocated are included in the numbers presented.
No new flow from the Four Oaks Industrial Park will be accepted until the projects are complete.

DWR -.W'
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dhrlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Isalit
Application Number: MP (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Four Oaks (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Charles B. Stanley per ! IA NCAC.02T._ LL6 b1
Title: Public Works Director
4. Applicant's mailing address: 304 N Main St
City: Four Oaks State: NC Zip: 27524-
5. Applicant's contact information:
Phone number: 9( 19) 963-3112 Email Address: pub]icworksdirector(@fouroaks-nc.com
11. PROJECT INFORMATION:
AUG 2 5
-igh Regional Office
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Four Oaks Industrial Park Access Road
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0034959 and issued date: 9/2/2010,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.43760' Longitude:-78.41590'-
5. Parcel ID (if applicable): 08I11071, 08111075A (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Jordan J. Boggess, PE License Number: 049134
Firm: Wetherill Engineering
Mailing address: 1223 Jones Franklin Road
City. Raleigh State: NC Zip: 27606-3312
Phone number: 9(_19) 851-8077 Email Address: ibogQessnwetherilleng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NCO030716
Owner Name: Johnston County-
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0034959
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSDO013
Owner Name(s): Town of Four Oaks
FORM: FTA 06-21 Page I 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 ® NIA
2. If the Applicant is a Developer of lots to be sold, has a I]evdpj ur'-� Operational Agreement L�QgM; D)v� been attached?
[:]Yes [:]No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an RQ.A+` QA Qyeraticna] Agr emenI {1"0P-\4; 110Ai and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater. (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 % Industrial (Sm I SA NCAC 02T .0103 =
If Industrial, is there a Pretreatment Program in effect? ❑ Yes® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(V [-]Yes ®No
➢ Ifyesprovideacoplo How r n a rovai letter wilh M11 application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow''
No. of Units
Flow
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
See 15A NCAC 02T .01 J Cb). (d). (e)(I) and (rl[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).
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: Q GPD (per 1 �A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 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 2531 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC Mum algi
jInstForce Mains),:
PROVIDE A SEPARATE COPY OF THIS PAGE EM EACH PUMP STATION EKLUDED IN THIS PROJE
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _ i Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pun*s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15 A N CA C 02T .03 05 i h H 1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations/alternatives found in 15A I' C: WT .0305M & fg ? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall he nmvided Mr sewer nv¢tema-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, 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 H impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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 wing pools
10 feet
Final earth grade (vertical)
36 inches
It noncompliance with Q2T.0305(f7 orfgh see SectionX.l of this application
*15AN-CACQZ1. 0305 J contains alternatives where separations in 02T.0305(j) cannot be achieved. Please check `yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC' Surfact Water Classifications webse
2. Does "project comply with the minimum separation requirements for water mains? ®Yes [:]No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation requ rrem un[s for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neti aer ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCA B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC' 2B:LJ202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coveragelauthorization is required
6. Does project comply with 15A AN CA U p N ., a 10 5 ja(J (additional permits/certifications)? ®Yes ❑ No
Per 15A NC'A(� 02T.0105(r.1(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" [--]Yes ® No
Per 15 A NC AC 02T. A 02:, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through InterferencelconNct boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FIFA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC Q2T, the Mininium Design Criteria for the Pentxltiinj�-' of 1'ur11p 4tatitinw
and Force MoiP � (latest version), and the Cravit r . r Minunurn Design Criteria (latest.vcrs.on) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Aooroval of the request will be issued
concurrently with the approval of the permft and protects requiring a variance approval may be subject to longer
review times. For or43ects requiring two or more variances or Mhere the variance is determined by the Division to be a
project.significant portion of thg e
2. Professional Engineer's Certification:
I, Torlaaa1z.13 C attest that this application for For/' Aks r•i0.sfrj 1
(Professional Engineer's name from Xpplication Item M.1.) (Project Name from Application Item 11.1)
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,
Minimum Design C'ritcria for f,ravily Sewers (latest vcraicn), and the l4tinirnirn.I]CSi n C ritcria fir !hc Fast -Track F'errniktirr
g£ Purnn 5tSt Qns �tnd 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
I Loals
3. Applicant's Certification per 15A NCAC 02T .0106(b): D I, • , attest that this application for Fotft 0 044 xhkii lh I Pq r - Amf fwd
(Signature Autlwrity Name from AppUca&n Item 1.3.) (Project Name from Application Item H.1)
attest that this application 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 143-215.613, 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.
Signature:
Date: �—[ - CA- - � 0 )l
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental Quality
MUSMU. "GOOLOOMMM am
r.s:rte �n.n
AUU �,��3

C
C�
Z
0
4

>D
�� T ERILL
INGINEERIU&
1223 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] Fax [phone]
www.wcthcrillen_ p com
NC Dept ofEnvironmental
Q
To: NCDENR AUG 2 fi
Raleigh Regional Office
Water Quality Section 1�alel!
3800 Barrett Drive Regjanal0 f� ice
Raleigh, North Carolina 27609
Date: August 18th, 2023
Attention: NCDENR Staff
Re: Four Oaks Industrial Park Access Rd
Fast Track Application for Gravity Sewer
whty
Johnston County, N.C.
We are sending to you © Enclosed ❑ Email O Under separate Cover
O Shop Drawing
0 Submittal Date
0 Progress Drawings
191 Prints 0 Tracings
❑ Specifications ❑x Documents
❑ Other
COPIES
DATE
NUMBER
2
08/14/23
Fast Track Application (FTA 06-21 ) — 1 Original and 1 Copy
1
08/18/23
Letter of Transmittal (Cover Letter)
1
08/18/23
Check #f2110 for $480 payable to NCDEQ for application fee
1
08/18/23
Color USGS map showing site location
1
08/18/23
Color Aerial Vicinity Map
These are transmitted as follows:
x❑ For Approval
l] For Your Use
0 As Requested
0 For Review & Comment
Dear NCDENR-DWR Staff,
O Approved as Submitted
0 Approved as Noted
0 Please Return
0 Other
AUG 2 5 :IO;f3
Raleigh Regional Office
Please find enclosed our Fast Track Application package for Four Oaks Industrial Park Access Road in Johnston
County, NC. The project will construct a new roadway connecting Four Oaks Pkwy and Keen Rd. A new gravity
sanitary sewer main will be constructed along the new roadway to serve future development. If you have any questions
regarding this project, please do not hesitate to give us a call at 919-851-8077 or email iboagesCawethenlieng.com.
Date 08/18/2023 Signed: C—A&X��R
ilKilloggesi, PE

State of North Carolina
MOsion of k+Vater ReSources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Four Oaks
Project Name for which flow is being requested
Four Oaks Ind. Park Access Road
More than one FTSE may he required for a singleproject if the owner of the WWTP is not responsible for ali pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit 4:
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
0
All f to ws are in MGD
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
Average
Approx.
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm 1 pfl,
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Bus.Park
W 0034959
0.1368
0.0547
0.0014
0.0000
0.0014
0.0533
Southside
Unknown
0.3024
0.1210
0.0700
0.0036
0.0736
0.0474
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
* * * 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): Four Oaks Collection System
Downstream Permit Number: WQCS - D0013
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I B Stanley 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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Offi0al Signature
dIu Spa
Title of Signi g Official
a . �� - 2,r3
Date
Page 2 of 6
FTSII 10-1 g

Division of Water Resources
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Four Oaks
Project Name for which flow is being requested: Four Oaks Ind. Park Access Road
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: CJCRWWTF
b. WWTP Facility Permit #: NCO030716
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
2.0873
5.507
0.0
7.5939
58% actual, 80% w/paper
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 Pump
Average
Approx.
Not Yet
Total Current
Station Station
Firm
Daily Flow* *
Current
Tributary
Flow Plus
(Name or Permit
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number) No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Four future mod
n„i,., i nAnn
0.7488*
0.4592wEQ
0.04209^
0.08464
0.1267
0.3325
Holt
T ..1� 23632 mod
1.008*
0.4032
0.1062^
0.08464
0.1908
0.2124
Neuse
n: future mod
1.152*
0.460
0.1483^
0.08464
0.2329
0.2279
*Improved - See Planning Assessment ^Includes excess existing flow (see Planning Assessment)
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Four Oaks WWPS
Downstream Permit Number: 19649 Mod
Page 1 of 6
FTSE 10-18

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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
^ �r L- /01
Signing Official Signature Date
Title of Signing Official
Page 2of6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% 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
d. The following applies:
; and/or
Please see the attached Planning Assessment dated October 24, 2023.
No flow will be accepted by the County until improvements are complete.
The flow tracking presented assumes all projects are complete.
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 10-18

Planning Assessment — Town of Four Oaks flow to Johnston County —
October 24, 2023
Currently the Johnston County Four Oaks WWPS pumps to the Town of Benson. Wastewater
is received by the Town under an inter -local agreement between the Town of Benson and
Johnston County.
Benson can no longer receive the full amount of wastewater allocated in the current agreement.
Currently the County sends all of the wastewater received at the Four Oaks WWPS to the Town
of Benson. Benson's WWTP discharges to the impaired Hannah Creek. Because of the
impairment, the Town has not been able to increase the plant's NPDES permit to the full design
capacity of the facility.
A new agreement is being developed with the Town of Benson to set a sustainable amount of
flow that can be received by the Town (Draft Agreement includes 200,000 gpd). Any additional
flow will be sent to the Central Johnston County Regional WWTF (CJCRWWTF).
• Four Oaks has a current allocation with the County of 384,455 gpd.
• The average daily flow from the Town of Four Oaks over the past two years is 242,088
gpd. They were dry years.
• The Town has 84,641 gpd of flow permitted, but not yet tributary to the system.
The County has devised a plan to handle the current and future flow from the Town of Four
Oaks. The plan includes upgrading the Four Oaks WWPS to send flow to the Town of Benson
and the CJCRWWTF simultaneously. Along the path to the CJCRWWTF, the Holt Lake WWPS
and the downstream FM be upgraded. The Neuse River WWPS will also need to be replaced.
The upgrades to the Four Oaks will allow the County to send 360 GPM to the Town of Benson
and 520 GPM to the CJCRWWTF simultaneously and better utilize the equalization on site. A
permit for this project is under review by DEQ. The project is planned to start construction in
early 2024 and be completed in 2025.
The upgrade to the Holt Lake WWPS will modify the existing wetwell to accommodate 700 gpm
pumps and a new generator on -site. In addition, 4,500 If of 8" FM along an existing easement
to the gravity system that drains to the Neuse River WWPS. This project is currently under
construction and will be completed in 2024. Until the upgrades are complete the station is
limited to 300 gpm or a permitted capacity of 172,800 gpd.
The existing Neuse River WWPS is precariously located close to the bridge over the Neuse
River on US 301. The station is almost completly surrounded by water during flood events, and
the station is in need of major repairs. In addition, a NC DOT bridge replacement project will
make safe access to the site limited. A replacement station with a capacity of 800 gpm is
planned outside of the floodplain. This project is in the final stages of design and will be

completed in 2025/2026. Until the new station is complete, the Neuse River WWPS is limited to
347 gpm or 200,000 gpd.
The flow tracking presented shows the future second path to the CJCRWWTF for flow from the
Four Oaks WWPS. The excess existing flow (42,088gpd) and all of the permitted but not yet
tributary flow currently allocated are included in the numbers presented.
No new flow from the Four Oaks Industrial Park will be accepted until the projects are complete.

.fSwSp2 F7j.pw QIAGQAM

North Carolina
Beverly Eaves Perdue
Governor
September 2, 2010
Linwood Parker, Mayor
Town of Four Oaks
304 North Main Street
Four Oaks, NC 27524
A&4
HCDETV�t
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Subject: Permit No. WQ0034959
Four Oaks Business Park
Wastewater Collection System Extension
Johnston County
Dear Mayor Parker:
Dee Freeman
Secretary
In accordance with your permit application received August 24, 2010, we are forwarding herewith
Permit No. WQ0034959 dated September 2, 2010, to the Town of Four Oaks for the construction and
operation 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:
a) Permit Condition 3 that requires the wastewater collection facilities be properly operated and
maintained in accordance with 15A NCAC 02T .0403 or any individual system -wide collection
system permit issued to the Permittee, and
b) Permit Condition 6 that requires Engineering Certification prior to operation of this collection
system extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 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.
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.
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 Four Oaks for the construction and operation of:
One
Npl Carolina
&M11rf
North Carolina Division of water Quality Raleigh Regional Office Surface Water Protection Phone [phone] customer Service
internet: www.ncwaterquality.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- - Recycled paper, contains 30% post consumer fiber

Town of Four Oaks
Page 2
September 2, 2010
• Approximately 5,086 linear feet of 8-inch gravity sewer, and
• A 95 GPM @ 70' TDH pump station with a minimum of duplex pumps, on -site audible and visual
high water alarms, and an on -site generator with automatic transfer switch, and
• Approximately 4,000 linear feet of 4-inch force main
To serve 17,662 square feet of office space and 101 loading bays as part of the Four Oaks Business
Park project, and the discharge of 12,219 gallons per day of collected domestic wastewater into the
Town of Four Oaks' existing sewerage system, pursuant to the application received August 24, 2010,
and in conformity with 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shalt be treated in the Johnston County Public
Utilities Central Johnston Wastewater Treatment Facility, Permit number NC0030716, before being
discharged to the receiving stream. This permit shall become voidable unless the agreement between
the Town of Four Oaks and Johnston County Public Utilities for the collection and final treatment of
wastewater is in full force and effect.
Any wastewater flow made tributary to this wastewater collection system extension
prior to completion of the Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
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.
If you have any questions or require any additional information regarding this permit, please contact
Barry Herzberg, Division of Water Quality, Raleigh Regional Office, at [phone], or by e-mail to
[e-mail].
Sincerely,
for Coleen H. Sullins, erector
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
cc: Johnston County Health Department
Tim Broome, PE; Director of Public Utilities, P. O. Box 2263, Smithfield, NC 27577
Chris Windley, PE; McKim & Creed, 1730 Varsity Drive Suite 500, Raleigh, NC 27606
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 02T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 02T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 02L .0200 or the surface water standards in 15A NCAC 02B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
4. 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.

5. 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.
6. Per 15A NCAC 02T .0116, 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. Gravitf sewers installed below the minimum required sloe Per the
11:...�.�.-7� P►____!L_ A______. tea___• __ r � ._ _ _ __ _
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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 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.
9. 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.
10. 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 02B .0200 and 15A NCAC 02H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Raleigh Regional Office,
telephone number 919-791-4200, as soon as possible, but in no case more than 24 hours or on
the next working day, following the occurrence or first knowledge of the occurrence of either of the
following:
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Initial voice mail messages or faxed information 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 Part I of Form CS-
2

SSOr (or the most current Division approved form), within five days following first knowledge of the
occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. The Director Division of Water Quality, may take enforcement action for
SSO's that are required to be reported to the Division unless it is demonstrated that:
1. The discharge was caused by severe natural conditions and there were no feasible
alternatives to the discharge; or
2. The discharge was exceptional, unintentional, temporary, and caused by factors beyond
the reasonable control of the Permittee and/or owner, and the discharge could not have
been prevented by the exercise of reasonable control.
Permit issued this the 2"d Day of September 2010.
Permit Number WQ0034959
Town of Four Oaks
Four Oaks Business Park
NORTH CAROLINA ENVIRONMENTAL MANAO'MENT COMMISSION
ii. IC-17 r
for Coleen H. Sullins, Director
Division of Water Quality
by authority of The Environmental Management Commission
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office

FAST TRACK ENGINEERING CERTIFICATION
Permit No. W00034959
Town of Four Oaks
Four Oaks Business Park
September 2, 2010
Complete and submit this form (NO SUBSTITUTES) to the Raleigh Regional Office together with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until the Division has
received this Ennineer's Certification and all reauired supporting documentation. It is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division. The Division does not acknowled a receipt of Fast Track Enaineerina Certificationsl
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
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 subject project
for the 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 Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
I
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER
RALEIGH NC 27699-1628
I
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.
DWQ use only:
Flow from this project is tributary to_ JCPU

FAST TRACK ENGINEERING CERTIFICATION
Permit No. WQ0034959
Town of Four Oaks
Four Oaks Business Park
September 2, 2010
Complete and subrnit this form (NO SUBSTITUTES) to the Raleigh Regional Office together with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension.
qupporting design caiwlations (selected pumps, system curve, operating point, mailable storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as pan of this project
Changes to the project should be clearly identified on the record drawings or in written summary form,
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
ENGINEER'S CERTWIiCATION
❑ Partlal [4 Final
I r t L , Vhn8le,-A as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([] periodically, X weekly, ❑ full time) the construction of the subject project
for the 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 Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
..........
�f.
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER
RALEIGH NC 27699-1628
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.
DWQ use only:
Flow from this project is tributary to. JCPU

Wilson, Susan A
From:
Brian Leonard <[e-mail]>
Sent:
Friday, October 27, 2023 1:53 PM
To:
Wilson, Susan A; 'Jordan Boggess'
Cc:
[e-mail]
Subject:
[External] RE: Fast Track Sewer Application Four Oaks Industrial Park Access Road WQ0034959
Modification
Attachments:
2d-NCDWR-Overall-BusPark-Sewer-Flow-Diagram-Requested-by-NCDWR.pdf; 02b-NCDWR-Sewer-
Flow-Tracking-Form-Outfall-FOPW--FTSE-10-18--SIGNED.pdf, 02b-NCDWR-Sewer-Flow-Tracking-
Form-Outfall-JCPU--FTSE-10-18--SIGNED.pdf; 02c-NCDWR-Sewer-Flow-Tracking-Form-AccessRd-
FOPW--FTSE-10-18--SIGNED.pdf; 02c-NCDWR-Sewer-Flow-Tracking-Form-AccessRd-JCPU--
FTSE-10-18--SIGNED.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,
I've been coordinating with Jordan on this. The delay has been in getting the FTSE forms filled out and signed
by both the Town and the County. ATTACHED is the Flow Diagram as you requested in Comment #2. ALSO ATTACHED
per Comment #3 are the Flow Tracking FTSE forms from both the Town and the County, and for BOTH PROJECTS. Again,
this is for zero flow, but still completed and signed as requested. Regarding Comment #1 for 404/401 permitting, our
consultant is supposed to be submitting our PCN as soon as possible. We now have to "notify" the agencies before we
even submit; so we're waiting on this acknowledgement of notification, and then we can formally submit. We can
provide submittal documentation or approvals later, as soon as we receive it. Comment #4 is duly noted. I hope this
provides everything you need and requested. Let me know if you need anything else!
Brian R. Leonard, PE, PLS
BRL ENGINEERING & SURVEYING
112 East Johnston Street
Smithfield, NC 27577
919 989-9300 (Office)
919 631-6934 (Brian Mobile)
[e-mail]
From: Wilson, Susan A <[e-mail]>
Sent: Monday, October 16, 2023 9:49 AM
To: 'Jordan Boggess' <[e-mail]>; Brian Leonard <[e-mail]>
Cc: [e-mail]
Subject: Fast Track Sewer Application Four Oaks Industrial Park Access Road WQ0034959 Modification
Hi Jordan and Brian —
I've spoken quite a bit with Brian on the modification for this permit (and realize your piece is separate and new). Just a
few questions likely for both of you.

On Part IX.S. you both indicated that a 404 or 401 is required. Please indicate the project/permit number if so (or
indicate if an application has been submitted). You also indicated that Neuse buffer requirements would be met —
just want to verify that.
Maybe you and Brian can work together on this piece? I'd like a sewer flow diagram for this. It can be fairly basic
(but should be distinguished from Brian's portion). You did provide a good vicinity map, but we'd also like to have
a sewer flow diagram (preferably overlayed on an expanded topo) to indicate how this piece of gravity sewer ties
into the existing gravity sewer and where it is in relation to the currently permitted gravity sewer, PS, and force
main (these should be indicated on the map as well). This basic map is helpful for our office so that someone can
pick up this application and permit and understand quickly what is going where.
DWR understands that the original permit allowed 12,219 gpd (this was based on domestic type wastewater for
office space and warehouse bays). I think it would be prudent to update the flow tracking sheet (FTSE 10-18) for
Four Oaks and JCPU. So even though the project flow is 0 gpd, this would be a good exercise to know the actual
and obligatory flow to the existing pump stations and whatever is in between the force main and the treatment
plant for JCPU. This also indicates to Four Oaks and JCPU what may be available if the flow for this permit should
need to be modified and increased at some future date. [I realize Brian and I spoke about this — and I apologize
for not thinking this initially. DWR does require a flow tracking on 0 gpd projects occasionally]
4. If Four Oaks does get a significant Industrial user at this site, they'll need to contact Johnston County to
determine if any pretreatment is required (and we'll put a special condition to that effect in the permit).
Sorry for the delay in getting back with you both. This one has been a bit unusual.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
QE Q
Eup" awmAmodsme Eo arro ire ffuR address ns mtp,ct tG Nie NWh
Cw&n.3 A htic lis=zft Law mndmay be &.Eck sed to lhirdparfss
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Wilson, Susan A
From: Jordan Boggess <[e-mail]>
Sent: Friday, October 27, 2023 2:35 PM
To: Brian Leonard; Wilson, Susan A
Cc: [e-mail]
Subject: [External] RE: Fast Track Sewer Application Four Oaks Industrial Park Access Road WQ0034959
Modification
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,
Regarding comment #1 for our project, we have submitted for 404/401 permitting and that is currently in
review. The USACE ID number is SAW-2023-01888 and the DWR ID number is 20231314. We are permitting
stream, wetland, and buffer impacts for the roadway stream crossing on our project. The intent of our design is
indeed to meet the Neuse buffer requirements.
We also acknowledge comment #4 and understand that will be a stipulation of the permit.
One other thing that I would like to point out in regard to our project (Four Oaks Industrial Park Access Road)
is that it will be using ARPA funds for utility construction. There are two ARPA projects listed below that will
contribute funds for Sewer and Water construction respectively:
SRP-W-ARP-0094 (for sewer)
SRP-D-ARP-0095 (for water)
I've been told by the ARPA project managers with the Division of Water Infrastructure that this should not
affect how the permit is processed as far as being a modification to an existing permit vs a new permit.
However, I do want to make you aware of this aspect of the project in case it does in some way affect how the
permit is issued.
Please let me know if you have additional questions, comments, or need any further information.
Thanks,
Jordan J. Boggess, PE
Project Manager
Wetherill Engineering
From: Brian Leonard <[e-mail]>
Sent: Friday, October 27, 2023 1:53 PM
To: 'Wilson, Susan A' <[e-mail]>; Jordan Boggess <[e-mail]>
Cc: [e-mail]
Subject: RE: Fast Track Sewer Application Four Oaks Industrial Park Access Road WQ0034959 Modification

Susan,
I've been coordinating with Jordan on this. The delay has been in getting the FTSE forms filled out and signed
by both the Town and the County. ATTACHED is the Flow Diagram as you requested in Comment #2. ALSO ATTACHED
per Comment #3 are the Flow Tracking FTSE forms from both the Town and the County, and for BOTH PROJECTS. Again,
this is for zero flow, but still completed and signed as requested. Regarding Comment #1 for 404/401 permitting, our
consultant is supposed to be submitting our PCN as soon as possible. We now have to "notify' the agencies before we
even submit; so we're waiting on this acknowledgement of notification, and then we can formally submit. We can
provide submittal documentation or approvals later, as soon as we receive it. Comment #4 is duly noted. I hope this
provides everything you need and requested. Let me know if you need anything else!
Brian R. Leonard, PE, PLS
BRL ENGINEERING & SURVEYING
112 East Johnston Street
Smithfield, NC 27577
919 989-9300 (Office)
919 631-6934 (Brian Mobile)
[e-mail]
From: Wilson, Susan A <[e-mail]>
Sent: Monday, October 16, 2023 9:49 AM
To: 'Jordan Boggess' <[e-mail]>; Brian Leonard <[e-mail]>
Cc: [e-mail]
Subject: Fast Track Sewer Application Four Oaks Industrial Park Access Road WQ0034959 Modification
Hi Jordan and Brian —
I've spoken quite a bit with Brian on the modification for this permit (and realize your piece is separate and new). Just a
few questions likely for both of you.
On Part IX.S. you both indicated that a 404 or 401 is required. Please indicate the project/permit number if so (or
indicate if an application has been submitted). You also indicated that Neuse buffer requirements would be met —
just want to verify that.
Maybe you and Brian can work together on this piece? I'd like a sewer flow diagram for this. It can be fairly basic
(but should be distinguished from Brian's portion). You did provide a good vicinity map, but we'd also like to have
a sewer flow diagram (preferably overlayed on an expanded topo) to indicate how this piece of gravity sewer ties
into the existing gravity sewer and where it is in relation to the currently permitted gravity sewer, PS, and force
main (these should be indicated on the map as well). This basic map is helpful for our office so that someone can
pick up this application and permit and understand quickly what is going where.
DWR understands that the original permit allowed 12,219 gpd (this was based on domestic type wastewater for
office space and warehouse bays). I think it would be prudent to update the flow tracking sheet (FTSE 10-18) for
Four Oaks and JCPU. So even though the project flow is 0 gpd, this would be a good exercise to know the actual
and obligatory flow to the existing pump stations and whatever is in between the force main and the treatment
plant for JCPU. This also indicates to Four Oaks and JCPU what may be available if the flow for this permit should
need to be modified and increased at some future date. [I realize Brian and I spoke about this — and I apologize
for not thinking this initially. DWR does require a flow tracking on 0 gpd projects occasionally]
4. If Four Oaks does get a significant Industrial user at this site, they'll need to contact Johnston County to
determine if any pretreatment is required (and we'll put a special condition to that effect in the permit).

Sorry for the delay in getting back with you both. This one has been a bit unusual.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
DF�
EmailcurmVxvKarxe roww barn Umv address rs:u4ectto McNwfJp
CarvLna t'bk Re w-f.(is'.a* arrfma} tre dradgm%4 [o thirdpartres
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.