WQ0045063_Application (FTSE)_20240422

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DEPARTMENT OF PUBLIC UTILITIES
Post Office Box 2263
SMITHFIELD, NC 27577
[phone]
January 3, 2023
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Johnston County Public Utilities
West Johnston HS Pump Station and Forcemain
Fast Track Sewer System Extension Application - Resubmittal
To Whom It May Concern:
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This submission is a permit application for the West Johnston HS Pump Station and Force Main. The
original application was submitted under a permit modification for WQ0019649. Per conversations on
01/03/2024 the application needs to be submitted as a new permit, rather than a modification. The
original permit included 35 LF of 10" gravity sewer, an 80-gallon per minute pump station with duplex
pumps, and 6,810 LF of 4" force main. The request is to cut -in a 4" x 4" tee, 45-degree bend, 4" check
valve and (2) 4" gate valves to install approximately 405 LF of force main to connect to an 8" force main
on Raleigh Rd via tapping sleeve and valve. The package includes the following:
1. Updated Narrative
Updated Fast Track Application
Updated Flow Tracking Form
4. Pumping Schematic
Please feel free to contact me at rudy.wellsw iohnstonnc.com or my mobile number 919-628-5477
should there be any questions or concerns.
Thanks,
Johnston County Public Utilities
D. Rudy Wells, III, P.E.
CC: Chandra Farmer, PE, Johnston County
Mike Keen, Johnston County

DESIGN NARRATIVE
FOR
NC Dept of Enrirmi'llental Quality
JAN 0 8 2r24
FAST TRACK SANITARY SEWER PERMIT
Ra1NFgyh hcgicaal (,1-,1fice
JOHNSTON COUNTY PUBLIC UTILITIES
West Johnston HS Pump Station and Force Main
309 E. Market St.
Smithfield, North Carolina 27577
JCPU Project # 22-027-S
January 3, 2024

DESIGN NARRATIVE
1.0 BACKGROUND
This project was originally permitted under permit number WQ0019649 and includes pump
stations in Four Oaks and Pine Level. These projects are not connected and take different paths
to treatment. To simplify the permitting, the application has been adjusted to apply for a new
permit number to separate the facilities serving the West Johnston High School. The existing
facilities and flow from the high school will be removed from the original permit via
modification application submitted with the Four Oaks Pump Station.
2.0 PROJECT DESCRIPTION
The West Johnston High School Pump Station and Force Main project will install approximately
405 LF of 4-inch PVC force main to connect into an existing 8-inch force main along Raleigh
Rd. The addition will reroute the wastewater from the Landfill EQ Basin to the Hunting Lodge
Pump Station as shown in the attached Routing Diagram.
3.0 EXISTING SYSTEM
The existing system includes 35 LF of 10" gravity sewer, an 80-gallon per minute pump station
with duplex pumps, and 6,810 LF of 4" force main to serve West Johnston High School. This
existing force main connects to a shared 6" force main along NC 210 that pumps a long distance
to the Landfill EQ facility. The current head conditions have caused the force main to break.
The existing route can be seen on the attached Routing Diagram. Flow from the school was
originally permitted at 37,500 GPD. This flow will be removed from WQ0019649 and tracked
via this new permit.
4.0 PROPOSED ADDITIONS
The proposed connection at the 8-inch main will be made via tapping sleeve and valve. A cut -in
tee, check valve and gate valves will be installed at the connection to the existing 4-inch main.
This will allow us to temporarily send wastewater in a different direction in the event of a break.
In doing this it will also reduce the required head to pump at the same rate which will lower
stress on the system as a whole. To keep the same pumping rate, it is planned to install smaller
impellers on the existing pumps. The proposed additions include cut -in a 4" x 4" tee, 45-degree
bend, 4" check valve and (2) 4" gate valves to install approximately 405 LF of force main to
connect to an 8" force main on Raleigh Rd via tapping sleeve and valve.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & 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 (Grayity,Sewer & Pump Station +Forcc.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.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ 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 pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
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 Uwet 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 numberlstatus of any other required sewer permits (down stream/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 $600.00, 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 10-23):
® 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 1.2 is a partnership or d/b/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 North Carolina
licensed Professional Engineer.
0 The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(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 10-23 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
® Submit the completed and executed FTSF, 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 (3_S. l a3-215.67(a).
➢ Intergovernmental agreements or other contractor will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I l-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 latitude. -'longitude) 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)(i 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 .0I 15(a)f 1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission 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 Np arolina_1JtiIities 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 .01 I5(c], submit the properly executed O erational Agreement (FORM. HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational A reenent (FORM: DEV):
For more information, visit the Division's collection systems 1!jbsite
INSTRUCTIONS FOR FORM: FTA 10-23 & 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, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-6096
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, Iredelt, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh 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
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional_Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28406
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Car,)ling
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: G04)OO41_5-y62 (lobe completed by DWR}
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Johnston County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® StaWCounty ❑ Municipal
3. Signature authority's name: Chandra C. Farmer, PE per 15A NCAC 02T .0106(bl
Title: Director of Utilities
4. Applicant's mailing address: 309 East Market Street
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
i o� Et1v �Torme�ztal ���a1,rJ
Nc Deb
Raleigh p,�g.onal p�£l<ce
I. Project name: West Johnston HS Pump Station and Forcemain
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermiuProject
If a modification, provide the existing permit number: WQ00 and issued date:
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: 35.524827' Longitude:-78,542038'
5. Parcel ID (if applicable): 163400-65-3875 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: D. Rudy Wells, III License Number: 051646
Firm: Johnston County Public Utilities
Mailing address; 309 East Market Street
City: Smithfield State: NC Zip: 27577-
Phone number: [phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Re Tonal Wastewater Facili Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0039590 Modification 2
2. Downstream (Receiving) Sewer Information: 8 inch ❑ Gravity X Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
ORM: FTA 10-23 Page l of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [—]No ® N!A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ®NfA
3. If the Applicant is a Home.'Property Owners' Association, has an _HOAIPOA Operational A!, reenient. (FORM; HOA) and
supplementary documentation as required by 15A NCAC 02T.01 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 preparationlservice ❑ Hotel and/or Motels
® School I preschool / day care ❑ Medical f dental ? veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial . % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes El No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 K F]? ❑ Yes ®No
➢ If yes, provide a coat/ of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e,b
No. of Units
Flow
High School
15 gal/person
2,500
37,500 GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Total
37,500 GPD
a See 15A NCAC 02T .01 14 d e I and (e)(2.) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified (in table 15A NCAC 02T.01 14] 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 15A NCAC �2T .01 14 and G.S. 143-215 _l_)
➢ 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 10-23 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers).
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
10
35 (existing)
PVC
I
➢ 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
VII1. 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: West Johnston High School
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.525167' Longitude:-78.534536-'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.1152 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): 80 gallons per minute (GPM) at 215 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
405
PVC
4
6,810 (existing)
PVC
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 15A NCAC 02T .0305(h I :
® 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & {g]? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
Water 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-1 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-1 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_0305or.{, see Section X.I of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 webpajLe
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [—]No ❑ NIA
➢ 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.
➢ See the Division's draft separation r q it nVots 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 213.0202
5. Does the project require coverage/authorization under a 404 Nationwideiindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberipermitting status in the cover letter if coveragelauthorization is required_
6. Does project comply with 15A NCAC 02T.0105L,cA6) (additional pennits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T_0105(c)461, 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 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 10-23 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 Farce Mains (latest versionl. and the Gravity Sewer Minimum Design Criteria (latest version l 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 reauiring a variance approval may be subject to lonuer
review times. For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, D. Ruder Wells, III, PE _...., attest that this application for West Johnston HS Pump Station and Forcemain
(Professional Engineer's name from Application Item 111.1) (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. 1 further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Scwers lllatest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest xcrsion). 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)
........... .......... `�t�ir,.� ........—...�
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North Carolina Professional Engineer's seal, signature, and date: ��`\X
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......-..... ..............,>����, „�����...�......,.............:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chandra C. Farmer, PE _, attest that this application for West Johnston HS Pump Station and Forcemain
(Signature Authority Name from Application Item 13 ) (Project Name from Application Item 11.1)
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 arc not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE .- In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: �-
Date:
FORM: FTA 10-23 Page 5 of 5

NC Dept ofEnvirot2inelaal Quality State of North Carolina
Department of Environmental Quality
DWR J.qN a s 2024 Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Retrion 2.1 ���`�„�.
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: West Johnston HS FM Extension
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 lire route of the proposed wastewaterflow.
low.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: NC 030716
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
Al! flows are in MGD
9.5
2.0868
5.507
0.0375 (existing flow to
W WTF & Landfill EQ)
g. TotaI actual and obligated flows to the facility 7.5934
h. Percent of permitted flow used 58 actual/80 paper
11. 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)
($)
(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 1 pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Hunting
39590
1.800
0.0720
0.06867
0.0806
0.1463
0.5707
Landfill
r_n
20340
1.9296
1.6718
1.1128
0.6223
1.7351
(0.0632)
* 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): McGee's Crossroads Sewer Upgrade
Downstream Permit Number: WQ0039590
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 al I 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.
Official Signature
Tide of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 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
38 % and 0.6223 MGD of the Available Capacity (E) in Pump Station
Landfill EQ & WWPS ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.12 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landfill Sewage Pumping Station & FM is in design or under construction with
planned completion in _ Spring 2024 ; and/or
d. The following applies:
Construction on the Landfill Sewage PumninQ Station & FM is underway. As part of the
contract, the station will be updraded first. The contract deadline for that portion is
December 5, 2022, but was actually compelted in November 2023. The remaining portion
of the project was expected to be complete by Septemebr 1, 2023 but has been delayed.
Completion is expected in the Spring of 2024.
The flow generated from this project is already tributary to the Landfill EQ & WWPS.
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
Page 3 of 6
Date
FTSE 10-18

WEST JOHSTON HIS FORCEMAIN EXTENSION
USGS u.9 DEPARTxIEnT OF THE III WWIIQDADPANWE
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Er'Pir
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ml.

Approximately
14,000LF to Hunting
Lodge Pump Station
a
* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the Information represented here.
5EC7UN 1
Existing 8" forcemain
New portion of 4"
a�
forcemain
Approximately
3,500LF from existing
pump station to
proposed cut -in tee
Existing 4" forcemain
Existing connection at
6" forcemain
Existing WJHS Pump
Station - 80 GPM
Approximately
40,OOOLF to Landfill
EQ Basin
Existing 6" forcemain
Scale: 1:7200 - 1 in. = 60O feet
Johnston County GIS
(The scale Is only accurate when printed portrait on a 8 112 z 11 size sheet with no page scaling.) November 30, 2023

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State of North Carolina
,SIC Dent ofE,nvironnier.ai W11t}
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
N( Dem tti3?1aI Q'ui ill
r­_Ann?� 1�•
DEC - 4 2023
All
kaRR;j�l Rcpional ('
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 7, 2001
TIMOTHY G. BROOME, PE, DIRECTOR OF INFRASTRUCTURE AND ENGINEERING
JOHNSTON COUNTY
POST OFFICE BOX 2263
SMTI'HFMD, NC 27577
Subject; Permit No. WQ0019649
Johnston County
West Johnston High School
Wastewater Collection System Extension
Johnston County
Dear Mr. Broome:
In accordance with your application received February 6, 2001, we are forwarding herewith Permit No.
WQ0019649, dated May 7, 2001, to Johnston County 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 Permit Condition 3 which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual
system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2H .0200; 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. Issuance Qf this permit indicates that the Division has granted a variance to 15A NCAC 2H .0219(h)(2)
and Section 2.02(A)(4) of the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document as noted in Permit Condition 12. 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 Johnston County
for the construction and operation of approximately 35 linear feet of 10-inch gravity sewer; an 80-gallon per
Nfminute pump station with duplex pumps, on -site audible and visual high water alarms, aerator /mixer assembly
or odor control, manual bar rack, radio telemetry, and automatically -activated stand-by generator with automatic
reset; as well as approximately 6,810 linear feet of 4-inch force main to serve 2,500 students and faculty as part
of the West Johnston High School project, and the discharge of 37,500 gallons per day of collected domestic
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

wastewater into Johnston County's existing sewerage system, pursuant to the application received February 6,
2001, and in conformity with 15A NCAC 2H .0200; 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 shall be treated in the Johnston County Wastewater
Treatment Facility (NPDES Permit No. NC0030716) prior to being discharged into the receiving stream.
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 need additional information concerning this matter, ase contact Kristin E. Miguez at
[phone] extension 524.
Sly, l
i
Kerr T. Stevens
cc: Johnston County Health Department
Raleigh Regional Office, Water Quality Section (WWTF Permit No. N00030716)
Johnston County Public Utilities
W-1

DEPARTMENT OF PUBLIC UTILITIES
Post Office Box 2263
SMITHFIELD, NC 27577
[phone]
November 1, 2023
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Johnston County Public Utilities
West Johnston High School Force Main Extension (WQ0019649)
Fast Track Sewer System Extension Application
To Whom It May Concern:
This submission is a permit application for the West Johnston High School Force Main Extension. This
application package is to modify the West Johnston High School Wastewater Collection System
Extension (permit number WQ0019649). The original permit included 35 LF of 10" gravity sewer, an SO -
gallon per minute pump station with duplex pumps, and 6,810 LF of 4" force main. The request is to cut -
in a 4" x 4" tee, 45-degree bend, 4" check valve and (2) 4" gate valves to install approximately 405 LF of
force main to connect to an 8" force main on Raleigh Rd via tapping sleeve and valve. The package
includes the following:
1. Narrative
2. Fast Track Application
3. Application fee: $600
4. USGS Map
5. Aerial Vicinity Map
6. Routing Map
7. Existing Permit
Please feel free to contact me at nadv.wellsiohnstonnc.com or my mobile number 919-628-5477
should there be any questions or concerns.
Thanks,
Johnston County Public Utilities
�Q LI�Tt �'`tia (ugM 1 -1 6p
D. Rudy Wells, III, P.E.
CC: Chandra Farmer, PE, Johnston County
Mike Keen, Johnston County